1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0039 *********************************************************************** GE0039 DESIGNATION - 12 M GE0039 PID - GE0039 GE0039 STATE/COUNTY- MO/BUTLER GE0039 USGS QUAD - FISK (1962) GE0039 GE0039 *CURRENT SURVEY CONTROL GE0039 ___________________________________________________________________ GE0039* NAD 83(1986)- 36 46 27. (N) 090 14 37. (W) SCALED GE0039* NAVD 88 - 99.141 (meters) 325.27 (feet) ADJUSTED GE0039 ___________________________________________________________________ GE0039 GEOID HEIGHT- -28.96 (meters) GEOID99 GE0039 DYNAMIC HT - 99.063 (meters) 325.01 (feet) COMP GE0039 MODELED GRAV- 979,844.7 (mgal) NAVD 88 GE0039 GE0039 VERT ORDER - SECOND CLASS 0 GE0039 GE0039.The horizontal coordinates were scaled from a topographic map and have GE0039.an estimated accuracy of +/- 6 seconds. GE0039 GE0039.The orthometric height was determined by differential leveling GE0039.and adjusted by the National Geodetic Survey in June 1991. GE0039 GE0039.The geoid height was determined by GEOID99. GE0039 GE0039.The dynamic height is computed by dividing the NAVD 88 GE0039.geopotential number by the normal gravity value computed on the GE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0039.degrees latitude (g = 980.6199 gals.). GE0039 GE0039.The modeled gravity was interpolated from observed gravity values. GE0039 GE0039; North East Units Estimated Accuracy GE0039;SPC MO E - 104,420. 272,890. MT (+/- 180 meters Scaled) GE0039 GE0039 SUPERSEDED SURVEY CONTROL GE0039 GE0039 NGVD 29 - 99.159 (m) 325.32 (f) ADJ UNCH 2 0 GE0039 GE0039.Superseded values are not recommended for survey control. GE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0039.See file dsdata.txt to determine how the superseded data were derived. GE0039 GE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA460733(NAD 83) GE0039_MARKER: DD = SURVEY DISK GE0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0039_STAMPING: 12 M 1931 GE0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0039+STABILITY: SURFACE MOTION GE0039 GE0039 HISTORY - Date Condition Report By GE0039 HISTORY - 1931 MONUMENTED USGS GE0039 HISTORY - 1933 GOOD NGS GE0039 HISTORY - 20020831 MARK NOT FOUND USACE GE0039 GE0039 STATION DESCRIPTION GE0039 GE0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 GE0039'2 MI W FROM FISK. GE0039'2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FISK, GE0039'BUTLER COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE GE0039'HIGHWAY 51 LEADING TO BROSELEY, 33 FEET NORTH OF THE CENTERLINE GE0039'OF U.S. HIGHWAY 60, 3 FEET EAST OF THE PROLONGED CENTERLINE OF GE0039'STATE HIGHWAY 51, AND 3 FEET SOUTH OF A 12-INCH MULBERRY TREE. GE0039'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 12 M GE0039'1931 AND SET IN THE TOP OF A CONCRETE POST. GE0039 GE0039 STATION RECOVERY (2002) GE0039 GE0039'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0039'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0015 *********************************************************************** GE0015 DESIGNATION - 3 H GE0015 PID - GE0015 GE0015 STATE/COUNTY- MO/BUTLER GE0015 USGS QUAD - ROMBAUER (1966) GE0015 GE0015 *CURRENT SURVEY CONTROL GE0015 ___________________________________________________________________ GE0015* NAD 83(1986)- 36 49 03. (N) 090 18 18. (W) SCALED GE0015* NAVD 88 - 99.15 (+/-2cm) 325.3 (feet) VERTCON GE0015 ___________________________________________________________________ GE0015 GEOID HEIGHT- -29.08 (meters) GEOID99 GE0015 GE0015 VERT ORDER - ? (See Below) GE0015 GE0015.The horizontal coordinates were scaled from a topographic map and have GE0015.an estimated accuracy of +/- 6 seconds. GE0015 GE0015.The NAVD 88 height was computed by applying the VERTCON shift value to GE0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE0015.The vertical order pertains to the superseded datum. GE0015 GE0015.The geoid height was determined by GEOID99. GE0015 GE0015; North East Units Estimated Accuracy GE0015;SPC MO E - 109,220. 267,400. MT (+/- 180 meters Scaled) GE0015 GE0015 SUPERSEDED SURVEY CONTROL GE0015 GE0015 NGVD 29 - 99.164 (m) 325.34 (f) ADJ UNCH ? GE0015 GE0015.Superseded values are not recommended for survey control. GE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0015.See file dsdata.txt to determine how the superseded data were derived. GE0015 GE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA403780(NAD 83) GE0015_MARKER: DD = SURVEY DISK GE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0015_STAMPING: 325.364 1931 3 H GE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0015+STABILITY: SURFACE MOTION GE0015 GE0015 HISTORY - Date Condition Report By GE0015 HISTORY - 1931 MONUMENTED USGS GE0015 HISTORY - 1934 GOOD NGS GE0015 HISTORY - 20020830 MARK NOT FOUND USACE GE0015 GE0015 STATION DESCRIPTION GE0015 GE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0015'2.1 MI SW FROM ROMBAUER. GE0015'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0015'FROM THE STATION AT ROMBAUER, BUTLER COUNTY, 10-1/2 RAILS GE0015'NORTHEAST OF BRIDGE NO. A 188.4, 400 FEET SOUTHEAST OF A GE0015'FARMHOUSE, 48.5 FEET NORTHWEST OF THE CENTER OF A PRIVATE-ROAD GE0015'CROSSING, 16 FEET NORTHWEST OF POLE 188/9, 1 FOOT SOUTHWEST OF GE0015'THE SOUTHWEST END OF A GATE IN THE NORTHWEST RIGHT-OF-WAY FENCE, GE0015'AND 1 FOOT FROM THE FENCE. A UNITED STATES GEOLOGICAL SURVEY GE0015'STANDARD DISK, STAMPED 325.364 1931 3 H AND SET IN THE TOP OF A GE0015'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. GE0015 GE0015 STATION RECOVERY (2002) GE0015 GE0015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0015'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0013 *********************************************************************** GE0013 DESIGNATION - 334.31 GE0013 PID - GE0013 GE0013 STATE/COUNTY- MO/BUTLER GE0013 USGS QUAD - ROMBAUER (1966) GE0013 GE0013 *CURRENT SURVEY CONTROL GE0013 ___________________________________________________________________ GE0013* NAD 83(1986)- 36 50 43. (N) 090 16 48. (W) SCALED GE0013* NAVD 88 - 101.88 (+/-2cm) 334.3 (feet) VERTCON GE0013 ___________________________________________________________________ GE0013 GEOID HEIGHT- -29.07 (meters) GEOID99 GE0013 GE0013 VERT ORDER - ? (See Below) GE0013 GE0013.The horizontal coordinates were scaled from a topographic map and have GE0013.an estimated accuracy of +/- 6 seconds. GE0013 GE0013.The NAVD 88 height was computed by applying the VERTCON shift value to GE0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE0013.The vertical order pertains to the superseded datum. GE0013 GE0013.The geoid height was determined by GEOID99. GE0013 GE0013; North East Units Estimated Accuracy GE0013;SPC MO E - 112,310. 269,620. MT (+/- 180 meters Scaled) GE0013 GE0013 SUPERSEDED SURVEY CONTROL GE0013 GE0013 NGVD 29 - 101.899 (m) 334.31 (f) ADJ UNCH ? GE0013 GE0013.Superseded values are not recommended for survey control. GE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0013.See file dsdata.txt to determine how the superseded data were derived. GE0013 GE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA425811(NAD 83) GE0013_MARKER: Q = CHISELED SQUARE GE0013_SETTING: 30 = WALK GE0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0013 GE0013 HISTORY - Date Condition Report By GE0013 HISTORY - UNK MONUMENTED USGS GE0013 HISTORY - 1934 GOOD NGS GE0013 HISTORY - 20020830 MARK NOT FOUND USACE GE0013 GE0013 STATION DESCRIPTION GE0013 GE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0013'AT ROMBAUER. GE0013'AT ROMBAUER, BUTLER COUNTY, IN FRONT OF THE POST OFFICE, AND ON GE0013'THE SOUTHEAST CORNER OF THE CONCRETE WALK. A CHISELED SQUARE. GE0013 GE0013 STATION RECOVERY (2002) GE0013 GE0013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0013'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0037 *********************************************************************** GE0037 DESIGNATION - 338.6 GE0037 PID - GE0037 GE0037 STATE/COUNTY- MO/BUTLER GE0037 USGS QUAD - FISK (1962) GE0037 GE0037 *CURRENT SURVEY CONTROL GE0037 ___________________________________________________________________ GE0037* NAD 83(1986)- 36 46 48. (N) 090 12 05. (W) SCALED GE0037* NAVD 88 - 103.287 (meters) 338.87 (feet) ADJUSTED GE0037 ___________________________________________________________________ GE0037 GEOID HEIGHT- -28.91 (meters) GEOID99 GE0037 DYNAMIC HT - 103.206 (meters) 338.60 (feet) COMP GE0037 MODELED GRAV- 979,847.7 (mgal) NAVD 88 GE0037 GE0037 VERT ORDER - SECOND CLASS 0 GE0037 GE0037.The horizontal coordinates were scaled from a topographic map and have GE0037.an estimated accuracy of +/- 6 seconds. GE0037 GE0037.The orthometric height was determined by differential leveling GE0037.and adjusted by the National Geodetic Survey in June 1991. GE0037 GE0037.The geoid height was determined by GEOID99. GE0037 GE0037.The dynamic height is computed by dividing the NAVD 88 GE0037.geopotential number by the normal gravity value computed on the GE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0037.degrees latitude (g = 980.6199 gals.). GE0037 GE0037.The modeled gravity was interpolated from observed gravity values. GE0037 GE0037; North East Units Estimated Accuracy GE0037;SPC MO E - 105,080. 276,660. MT (+/- 180 meters Scaled) GE0037 GE0037 SUPERSEDED SURVEY CONTROL GE0037 GE0037 NGVD 29 - 103.304 (m) 338.92 (f) ADJ UNCH 2 0 GE0037 GE0037.Superseded values are not recommended for survey control. GE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0037.See file dsdata.txt to determine how the superseded data were derived. GE0037 GE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA497741(NAD 83) GE0037_MARKER: DD = SURVEY DISK GE0037_SETTING: 36 = PIER GE0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0037+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0037 GE0037 HISTORY - Date Condition Report By GE0037 HISTORY - UNK MONUMENTED USGS GE0037 HISTORY - 1933 GOOD NGS GE0037 HISTORY - 20020831 GOOD USACE GE0037 GE0037 STATION DESCRIPTION GE0037 GE0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 GE0037'AT FISK. GE0037'AT FISK, BUTLER COUNTY, ON THE MISSOURI PACIFIC RAILROAD BRIDGE GE0037'OVER ST. FRANCIS RIVER, NORTH OF THE TRACK, AND IN THE TOP OF GE0037'THE WEST PIER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK. GE0037 GE0037 STATION RECOVERY (2002) GE0037 GE0037'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0037'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0038 *********************************************************************** GE0038 DESIGNATION - 345.1 GE0038 PID - GE0038 GE0038 STATE/COUNTY- MO/BUTLER GE0038 USGS QUAD - FISK (1962) GE0038 GE0038 *CURRENT SURVEY CONTROL GE0038 ___________________________________________________________________ GE0038* NAD 83(1986)- 36 46 48. (N) 090 12 07. (W) SCALED GE0038* NAVD 88 - 105.269 (meters) 345.37 (feet) ADJUSTED GE0038 ___________________________________________________________________ GE0038 GEOID HEIGHT- -28.91 (meters) GEOID99 GE0038 DYNAMIC HT - 105.187 (meters) 345.10 (feet) COMP GE0038 MODELED GRAV- 979,847.7 (mgal) NAVD 88 GE0038 GE0038 VERT ORDER - SECOND CLASS 0 GE0038 GE0038.The horizontal coordinates were scaled from a topographic map and have GE0038.an estimated accuracy of +/- 6 seconds. GE0038 GE0038.The orthometric height was determined by differential leveling GE0038.and adjusted by the National Geodetic Survey in June 1991. GE0038 GE0038.The geoid height was determined by GEOID99. GE0038 GE0038.The dynamic height is computed by dividing the NAVD 88 GE0038.geopotential number by the normal gravity value computed on the GE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0038.degrees latitude (g = 980.6199 gals.). GE0038 GE0038.The modeled gravity was interpolated from observed gravity values. GE0038 GE0038; North East Units Estimated Accuracy GE0038;SPC MO E - 105,080. 276,610. MT (+/- 180 meters Scaled) GE0038 GE0038 SUPERSEDED SURVEY CONTROL GE0038 GE0038 NGVD 29 - 105.29 (m) 345.4 (f) COMPUTED 2 0 GE0038 GE0038.Superseded values are not recommended for survey control. GE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0038.See file dsdata.txt to determine how the superseded data were derived. GE0038 GE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA497741(NAD 83) GE0038_MARKER: Q = CHISELED SQUARE GE0038_SETTING: 36 = ABUTMENT GE0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0038+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0038 GE0038 HISTORY - Date Condition Report By GE0038 HISTORY - UNK MONUMENTED USGS GE0038 HISTORY - 1933 GOOD NGS GE0038 HISTORY - 20020831 GOOD USACE GE0038 GE0038 STATION DESCRIPTION GE0038 GE0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 GE0038'AT FISK. GE0038'AT FISK, BUTLER COUNTY, ON U.S. HIGHWAY 60 BRIDGE OVER ST. GE0038'FRANCIS RIVER, AND ON THE TOP OF THE SOUTHWEST CORNER OF THE GE0038'WEST ABUTMENT. A CHISELED SQUARE, MARKED 345.1. GE0038 GE0038 STATION RECOVERY (2002) GE0038 GE0038'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0038'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0024 *********************************************************************** GE0024 DESIGNATION - 9 M GE0024 PID - GE0024 GE0024 STATE/COUNTY- MO/BUTLER GE0024 USGS QUAD - POPLAR BLUFF (1979) GE0024 GE0024 *CURRENT SURVEY CONTROL GE0024 ___________________________________________________________________ GE0024* NAD 83(1986)- 36 45 22. (N) 090 23 33. (W) SCALED GE0024* NAVD 88 - 110.796 (meters) 363.50 (feet) ADJUSTED GE0024 ___________________________________________________________________ GE0024 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0024 DYNAMIC HT - 110.709 (meters) 363.22 (feet) COMP GE0024 MODELED GRAV- 979,842.6 (mgal) NAVD 88 GE0024 GE0024 VERT ORDER - FIRST CLASS II GE0024 GE0024.The horizontal coordinates were scaled from a topographic map and have GE0024.an estimated accuracy of +/- 6 seconds. GE0024 GE0024.The orthometric height was determined by differential leveling GE0024.and adjusted by the National Geodetic Survey in June 1991. GE0024 GE0024.The geoid height was determined by GEOID99. GE0024 GE0024.The dynamic height is computed by dividing the NAVD 88 GE0024.geopotential number by the normal gravity value computed on the GE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0024.degrees latitude (g = 980.6199 gals.). GE0024 GE0024.The modeled gravity was interpolated from observed gravity values. GE0024 GE0024; North East Units Estimated Accuracy GE0024;SPC MO E - 102,390. 259,600. MT (+/- 180 meters Scaled) GE0024 GE0024 SUPERSEDED SURVEY CONTROL GE0024 GE0024 NGVD 29 - 110.807 (m) 363.54 (f) ADJ UNCH 1 2 GE0024 GE0024.Superseded values are not recommended for survey control. GE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0024.See file dsdata.txt to determine how the superseded data were derived. GE0024 GE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA327709(NAD 83) GE0024_MARKER: DD = SURVEY DISK GE0024_SETTING: 30 = RETAINING WALL GE0024_STAMPING: 363.559 9 M 1931 GE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0024+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0024 GE0024 HISTORY - Date Condition Report By GE0024 HISTORY - 1931 MONUMENTED USGS GE0024 HISTORY - 1943 GOOD NGS GE0024 HISTORY - 20020831 GOOD USACE GE0024 GE0024 STATION DESCRIPTION GE0024 GE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 GE0024'AT POPLAR BLUFF. GE0024'AT POPLAR BLUFF, BUTLER COUNTY, AT THE VINE STREET ENTRANCE TO GE0024'THE COUNTY COURTHOUSE, ON THE WEST SIDE OF THE STEPS, AND IN GE0024'THE TOP OF THE RETAINING WALL SURROUNDING THE GROUNDS. A UNITED GE0024'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 363.559 9 M GE0024'1931. GE0024 GE0024 STATION RECOVERY (2002) GE0024 GE0024'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0024'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0022 *********************************************************************** GE0022 DESIGNATION - A 15 GE0022 PID - GE0022 GE0022 STATE/COUNTY- MO/BUTLER GE0022 USGS QUAD - POPLAR BLUFF (1979) GE0022 GE0022 *CURRENT SURVEY CONTROL GE0022 ___________________________________________________________________ GE0022* NAD 83(1986)- 36 45 16. (N) 090 23 42. (W) SCALED GE0022* NAVD 88 - 104.857 (meters) 344.02 (feet) ADJUSTED GE0022 ___________________________________________________________________ GE0022 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0022 DYNAMIC HT - 104.775 (meters) 343.75 (feet) COMP GE0022 MODELED GRAV- 979,842.4 (mgal) NAVD 88 GE0022 GE0022 VERT ORDER - FIRST CLASS II GE0022 GE0022.The horizontal coordinates were scaled from a topographic map and have GE0022.an estimated accuracy of +/- 6 seconds. GE0022 GE0022.The orthometric height was determined by differential leveling GE0022.and adjusted by the National Geodetic Survey in June 1991. GE0022.WARNING-Repeat measurements at this control monument indicate possible GE0022.vertical movement. GE0022 GE0022.The geoid height was determined by GEOID99. GE0022 GE0022.The dynamic height is computed by dividing the NAVD 88 GE0022.geopotential number by the normal gravity value computed on the GE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0022.degrees latitude (g = 980.6199 gals.). GE0022 GE0022.The modeled gravity was interpolated from observed gravity values. GE0022 GE0022; North East Units Estimated Accuracy GE0022;SPC MO E - 102,210. 259,380. MT (+/- 180 meters Scaled) GE0022 GE0022 SUPERSEDED SURVEY CONTROL GE0022 GE0022 NGVD 29 - 104.870 (m) 344.06 (f) ADJ UNCH 1 2 GE0022 GE0022.Superseded values are not recommended for survey control. GE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0022.See file dsdata.txt to determine how the superseded data were derived. GE0022 GE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA325707(NAD 83) GE0022_MARKER: DB = BENCH MARK DISK GE0022_SETTING: 36 = WALL GE0022_STAMPING: 344.081 A 15 1932 GE0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0022+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0022 GE0022 HISTORY - Date Condition Report By GE0022 HISTORY - 1932 MONUMENTED CGS GE0022 HISTORY - 1934 GOOD NGS GE0022 HISTORY - 20020831 GOOD USACE GE0022 GE0022 STATION DESCRIPTION GE0022 GE0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0022'AT POPLAR BLUFF. GE0022'AT POPLAR BLUFF, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0022'RAILWAY, IN THE WEST WALL OF THE STATION, 2 FEET SOUTH OF THE GE0022'NORTH WAITING-ROOM DOOR, AND 3 FEET ABOVE THE BRICK PLATFORM. GE0022'A STANDARD DISK, STAMPED 344.081 A 15 1932 AND SET VERTICALLY. GE0022 GE0022 STATION RECOVERY (2002) GE0022 GE0022'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0022'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0937 *********************************************************************** GE0937 DESIGNATION - ASH HILL GE0937 PID - GE0937 GE0937 STATE/COUNTY- MO/BUTLER GE0937 USGS QUAD - FISK (1962) GE0937 GE0937 *CURRENT SURVEY CONTROL GE0937 ___________________________________________________________________ GE0937* NAD 83(1997)- 36 46 22.69850(N) 090 13 50.68133(W) ADJUSTED GE0937* NAVD 88 - 102. (meters) 335. (feet) SCALED GE0937 ___________________________________________________________________ GE0937 LAPLACE CORR- 2.35 (seconds) DEFLEC99 GE0937 GEOID HEIGHT- -28.95 (meters) GEOID99 GE0937 GE0937 HORZ ORDER - SECOND GE0937 GE0937.The horizontal coordinates were established by classical geodetic methods GE0937.and adjusted by the National Geodetic Survey in February 2000. GE0937 GE0937.The orthometric height was scaled from a topographic map. GE0937 GE0937.The Laplace correction was computed from DEFLEC99 derived deflections. GE0937 GE0937.The geoid height was determined by GEOID99. GE0937 GE0937; North East Units Scale Converg. GE0937;SPC MO E - 104,293.502 274,036.344 MT 0.99994045 +0 09 40.3 GE0937;UTM 15 - 4,073,265.095 747,155.554 MT 1.00035263 +1 39 31.1 GE0937 GE0937: Primary Azimuth Mark Grid Az GE0937:SPC MO E - ASH HILL AZ MK 192 29 13.7 GE0937:UTM 15 - ASH HILL AZ MK 190 59 22.9 GE0937 GE0937|---------------------------------------------------------------------| GE0937| PID Reference Object Distance Geod. Az | GE0937| dddmmss.s | GE0937| CI2898 ASH HILL RM 1 22.372 METERS 10043 | GE0937| CI2897 ASH HILL AZ MK 1923854.0 | GE0937| CI2899 ASH HILL RM 2 25.419 METERS 35159 | GE0937|---------------------------------------------------------------------| GE0937 GE0937 SUPERSEDED SURVEY CONTROL GE0937 GE0937 NAD 83(1997)- 36 46 22.70023(N) 090 13 50.68227(W) AD( ) 2 GE0937 NAD 83(1997)- 36 46 22.70598(N) 090 13 50.68158(W) AD( ) 2 GE0937 NAD 83(1986)- 36 46 22.70916(N) 090 13 50.68161(W) AD( ) 2 GE0937 NAD 27 - 36 46 22.51120(N) 090 13 50.30700(W) AD( ) 2 GE0937 GE0937.Superseded values are not recommended for survey control. GE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0937.See file dsdata.txt to determine how the superseded data were derived. GE0937 GE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4715673265(NAD 83) GE0937_MARKER: DS = TRIANGULATION STATION DISK GE0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0937_STAMPING: ASH HILL 1954 GE0937_MARK LOGO: CGS GE0937_MAGNETIC: O = OTHER; SEE DESCRIPTION GE0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0937+STABILITY: SURFACE MOTION GE0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0937+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0937 GE0937 HISTORY - Date Condition Report By GE0937 HISTORY - 1954 MONUMENTED CGS GE0937 HISTORY - 19811028 GOOD NGS GE0937 HISTORY - 20020831 GOOD USACE GE0937 GE0937 STATION DESCRIPTION GE0937 GE0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0937'THE STATION IS LOCATED ABOUT 9 MILES EAST OF POPLAR BLUFF GE0937'AND 1.5 MILES WEST OF FISK NEAR THE SOUTHEAST CORNER OF ASH HILL GE0937'CEMETERY ON LAND OWNED BY MR. O.X. MAPLES. IT IS 18.6 FEET GE0937'NORTHEAST OF A T FENCE CORNER, 15 FEET NORTH OF A FENCE LINE GE0937'AND 13 FEET EAST OF A FENCE LINE. IT IS STAMPED ASH HILL 1954 GE0937'AND IS SET 1.0 FEET BELOW THE SURFACE OF THE GROUND. GE0937' GE0937'REFERENCE MARK NO. 1 IS 85.6 FEET EAST OF A T FENCE CORNER GE0937'1.0 FOOT NORTH OF A FENCE LINE. IT IS STAMPED ASH HILL NO GE0937'1 1954 AND IS SET FLUSH. GE0937' GE0937'REFERENCE MARK NO. 2 IS 96 FEET NORTH OF A T FENCE CORNER AND GE0937'1.0 FOOT EAST OF A FENCE LINE. IT IS STAMPED ASH HILL NO 2 GE0937'AND IS SET FLUSH. GE0937' GE0937'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.7 FEET. GE0937' GE0937'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY, 22 FEET GE0937'WEST OF THE CENTER OF A ROAD, 18 FEET NORTH OF A T FENCE GE0937'CORNER AND 1.8 FEET NORTHEAST OF A WITNESS POST. IT IS GE0937'STAMPED ASH HILL 1954 AND PROJECTS 4 INCHES. GE0937' GE0937'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FISK, GO WEST GE0937'ON U.S. HIGHWAY 60 FOR 1.6 MILES TO A ROAD LEFT ACROSS RAILROAD GE0937'TRACKS, TURN LEFT ACROSS TRACKS AND GO 0.3 MILE TO A FARM DRIVE GE0937'LEFT, JUST PAST ASH HILL CHURCH, TURN LEFT INTO FARM DRIVE TO A GE0937'BARN, CONTINUE ACROSS BARNYARD FOR ABOUT 100 YARDS TO A GATE, GE0937'PASS THROUGH GATE AND TURN LEFT FOR ABOUT 60 YARDS TO T FENCE GE0937'CORNER AND STATION. GE0937' GE0937'TO REACH THE AZIMUTH FROM DRIVEWAY TO FARMHOUSE GO SOUTH 0.2 GE0937'MILE TO AZIMUTH ON THE RIGHT AS DESCRIBED. GE0937' GE0937'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE0937 GE0937 STATION RECOVERY (1981) GE0937 GE0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) GE0937'THE STATION MARK WAS THE ONLY MARK RECOVERED IN GOOD CONDITION. GE0937'REFERENCE MARK 1 WAS NOT FOUND AND REFERENCE MARK 2 WAS FOUND LYING ON GE0937'ITS SIDE. THE AZIMUTH MARK WAS DESTROYED WHEN THE FENCELINE WAS GE0937'CLEARED OF BRUSH WITH A BULLDOZER. REFERENCE MARKS 3, 4 AND AN GE0937'AZIMUTH MARK 2 WERE ESTABLISHED. A POLARIS OBSERVATION WAS TAKEN TO GE0937'THE NEW AZIMUTH. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS GE0937'LOCATED 14.5 KM (9.00 MI) EAST OF POPLAR BLUFF, 2.4 KM (1.50 MI) WEST GE0937'OF FISK, 0.4 KM (0.25 MI) SOUTH OF US HIGHWAY 60, AT THE SOUTHEAST GE0937'CORNER OF THE SHANE MEMORIAL CEMETERY AND THE ASH HILL GENERAL BAPTIST GE0937'CHURCH AND ON PROPERTY OWNED BY MIKE MILLS, RURAL ROUTE 3, BOX 373, GE0937'DEXTER, MISSOURI 63841. TO REACH THE STATION FROM THE JUNCTION OF US GE0937'HIGHWAY 60 AND STATE ROAD DD, AT FISK, GO WEST ON HIGHWAY 60 FOR 2.25 GE0937'KM (1.40 MI) TO BUTLER COUNTY ROAD 627 ON THE LEFT. TURN LEFT AND GO GE0937'SOUTH, THEN EAST, THEN SOUTH ON COUNTY ROAD 627 FOR 0.4 KM (0.25 MI) GE0937'TO THE ASH HILL GENERAL BAPTIST CHURCH, THE SHANE MEMORIAL CEMETERY GE0937'AND THE STATION ON THE LEFT. ANOTHER, SMALLER, CEMETERY IS ON THE GE0937'RIGHT. THE STATION IS A STANDARD CGS DISK STAMPED ASH HILL 1954, SET GE0937'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 INCHES OR 36 CM IN GE0937'DIAMETER RECESSED 10 INCHES OR 25 CM BELOW THE GROUND LOCATED 101.0 FT GE0937'(30.8 M) SE FROM THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 24.8 FT GE0937'(7.6 M) WFROM THE CENTER OF A HEADSTONE LABELED MCKINZIE, 18.6 FT (5.7 GE0937'M) NE FROM A WITNESS POST AT THE SOUTHEAST CORNER OF THE CEMETERY, AND GE0937'18.6 FT (5.7 M) SE FROM ANOTHER WITNESS POST. REFERENCE MARK NO 3 IS GE0937'A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 3 1981, SET INTO THE TOP GE0937'OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER PROJECTING GE0937'1 INCH OR 2 CM ABOVE THE GROUND LOCATED 96.0 FT (29.3 M) SE FROM THE GE0937'SOUTHEAST CORNER OF THE CHURCH BUILDING, 16.1 FT (4.9 M) SE FROM THE GE0937'CENTER OF THE MCKINZIE HEADSTONE, 1.6 FT (0.5 M) N FROM A WITNESS GE0937'POST, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION. REFERENCE MARK NO 4 GE0937'IS A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 4 1981, SET INTO THE GE0937'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER GE0937'PROJECTING 4 INCHES OR 8 CM ABOVE THE GROUND LOCATED 85.75 FT (26.14 GE0937'M) ESE FROM THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 21.9 FT (6.7 GE0937'M) NE FROM THE CENTER OF THE MCKINZIE HEADSTONE, 1.0 FT (0.3 M) S FROM GE0937'A WITNESS POST AND 1.5 FT (0.5 M) HIGHER THAN THE STATION. AZIMUTH GE0937'MARK NO 2 IS A STANDARD NGS DISK STAMPED ASH HILL 1954 NO 2 1981, SET GE0937'INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES OR 36 CM IN GE0937'DIAMETER PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED 22.0 FT GE0937'(6.7 M) E FROM THE CENTERLINE OF COUNTY ROAD 627, 2.3 FT (0.7 M) NW GE0937'FROM A POWERLINE POLE, AND 1.4 FT (0.4 M) S FROM A WITNESS POST. TO GE0937'REACH THE AZIMUTH MARK FORM THE STATION, GO SOUTH ON COUNTY ROAD 627 GE0937'FOR 0.55 KM (0.35 MI) TO THE MARK ON THE LEFT. GE0937 GE0937 STATION RECOVERY (2002) GE0937 GE0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0937'PROBING ROD WAS USED TO DETECT MONUMENT UNDERGROUND WITH MEASUREMENTS GE0937'IN DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1106 *********************************************************************** GE1106 FBN - This is a Candidate for Federal Base Network Control. GE1106 SACS - This is a Secondary Airport Control Station. GE1106 DESIGNATION - BLUFFPORT GE1106 PID - GE1106 GE1106 STATE/COUNTY- MO/BUTLER GE1106 USGS QUAD - ROMBAUER (1966) GE1106 GE1106 *CURRENT SURVEY CONTROL GE1106 ___________________________________________________________________ GE1106* NAD 83(1997)- 36 46 00.01121(N) 090 19 26.14861(W) ADJUSTED GE1106* NAVD 88 - 99.21 (meters) 325.5 (feet) GPS OBS GE1106 ___________________________________________________________________ GE1106 X - -28,921.594 (meters) COMP GE1106 Y - -5,115,508.785 (meters) COMP GE1106 Z - 3,796,723.683 (meters) COMP GE1106 LAPLACE CORR- 1.91 (seconds) DEFLEC99 GE1106 ELLIP HEIGHT- 70.18 (meters) GPS OBS GE1106 GEOID HEIGHT- -29.05 (meters) GEOID99 GE1106 GE1106 HORZ ORDER - A GE1106 ELLP ORDER - THIRD CLASS I GE1106 GE1106.This mark is at Poplar Bluff Municipal Airport (POF) GE1106 GE1106.The horizontal coordinates were established by GPS observations GE1106.and adjusted by the National Geodetic Survey in September 1994. GE1106 GE1106.The orthometric height was determined by GPS observations and a GE1106.high-resolution geoid model. GE1106 GE1106.GPS derived orthometric heights for airport stations designated as GE1106.PACS or SACS are published to 2 decimal places. This maintains GE1106.centimeter relative accuracy between the PACS and SACS. It does GE1106.not indicate centimeter accuracy relative to other marks which are GE1106.part of the NAVD 88 network. GE1106 GE1106.The X, Y, and Z were computed from the position and the ellipsoidal ht. GE1106 GE1106.The Laplace correction was computed from DEFLEC99 derived deflections. GE1106 GE1106.The ellipsoidal height was determined by GPS observations GE1106.and is referenced to NAD 83. GE1106 GE1106.The geoid height was determined by GEOID99. GE1106 GE1106; North East Units Scale Converg. GE1106;SPC MO E - 103,574.838 265,718.987 MT 0.99993638 +0 06 19.4 GE1106;UTM 15 - 4,072,328.980 738,856.585 MT 1.00030293 +1 36 09.1 GE1106 GE1106: Primary Azimuth Mark Grid Az GE1106:SPC MO E - EARLPORT AZ MK 345 39 52.2 GE1106:UTM 15 - EARLPORT AZ MK 344 10 02.5 GE1106 GE1106|---------------------------------------------------------------------| GE1106| PID Reference Object Distance Geod. Az | GE1106| dddmmss.s | GE1106| GE1107 EARLPORT 132.501 METERS 28349 | GE1106| GE1108 EARLPORT AZ MK 486.799 METERS 3454611.6 | GE1106|---------------------------------------------------------------------| GE1106 GE1106 SUPERSEDED SURVEY CONTROL GE1106 GE1106 ELLIP HT - 70.12 (m) GP( ) 4 1 GE1106 NAD 83(1997)- 36 46 00.01162(N) 090 19 26.15062(W) AD( ) A GE1106 ELLIP HT - 70.12 (m) GP( ) 1 1 GE1106 NAD 83(1986)- 36 46 00.02247(N) 090 19 26.14495(W) AD( ) 3 GE1106 NGVD 29 - 99.2 (m) 325. (f) GPS OBS GE1106 GE1106.Superseded values are not recommended for survey control. GE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1106.See file dsdata.txt to determine how the superseded data were derived. GE1106 GE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3885772329(NAD 83) GE1106_MARKER: I = METAL ROD GE1106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GE1106_STAMPING: BLUFFPORT 1987 GE1106_MARK LOGO: NGS GE1106_PROJECTION: RECESSED 13 CENTIMETERS GE1106_MAGNETIC: I = MARKER IS A STEEL ROD GE1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE1106+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002 GE1106_ROD/PIPE-DEPTH: 13.4 meters GE1106_SLEEVE-DEPTH : 1.0 meters GE1106 GE1106 HISTORY - Date Condition Report By GE1106 HISTORY - 1987 MONUMENTED NGS GE1106 HISTORY - 1987 GOOD NGS GE1106 HISTORY - 19900301 GOOD NGS GE1106 HISTORY - 19900329 GOOD NGS GE1106 HISTORY - 19910312 GOOD NGS GE1106 HISTORY - 19931012 GOOD NGS GE1106 HISTORY - 19940314 GOOD GE1106 HISTORY - 19950706 GOOD NGS GE1106 HISTORY - 19970218 GOOD NGS GE1106 HISTORY - 19970304 GOOD NGS GE1106 HISTORY - 19970614 GOOD NGS GE1106 HISTORY - 20020830 GOOD USACE GE1106 GE1106 STATION DESCRIPTION GE1106 GE1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DCF) GE1106'THE STATION IS ABOUT 11.27 KM (7.0 MI) EAST OF POPLAR BLUFF, GE1106'8.05 KM (5.0 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF GE1106'MUNICIPAL AIRPORT, ALSO (EARL FIELDS MEMORIAL AIRPORT) GE1106'OWNERSHIP -- CITY OF POPLAR BLUFF, MANAGER GENE METZ GE1106'P.O. BOX 460 (C/O CITY HALL AIRPORT) POPLAR BLUFF, MISSOURI, GE1106'63901 PHONE NUMBER 314-686-4892 OR (OFFICE) 314-785-4624. GE1106' GE1106'TO REACH THE STATION FROM THE STATION FROM THE JUNCTION OF GE1106'U.S. HIGHWAY 60 (BUSINESS) AND U.S. HIGHWAY AND U.S. HIGHWAY GE1106'67 IN POPLAR BLUFF. GO EAST ON U.S. HIGHWAY 60 FOR 3.46 KM GE1106'(2.15 MI) TO B ROAD. TURN RIGHT (EAST) ON B ROAD FOR 3.38 GE1106'KM (2.1 MI) TO A CROSSROAD (AA) CONTINUE AHEAD ON B ROAD GE1106'FOR 1.13 KM 90.7 MI) TO THE ENTRANCE TO THE AIRPORT ON THE GE1106'LEFT TURN LEFT ACROSS PARKING LOT TO A GATE, CONTINUE GE1106'AHEAD ACROSS TARMAC TO THE JUNCTION OF A CONCRETE GE1106'TAXIWAY AND THE STATION ON THE RIGHT. GE1106' GE1106'THE STATION IS A THREE DIMENSIONAL MARK DRIVEN TO THE DEPTH GE1106'OF 13.41 METERS STAMPED--- BLUFFPORT 1987 --- SET GE1106'FLUSH WITH GROUND. GE1106' GE1106'13.50 METERS (44.3 FT) EAST NORTHEAST OF THE CENTERLINE OF GE1106'THE ASPHALT TAXIWAY LEADING TO THE END OF RUNWAY, GE1106'4.65 METERS (15.3 FT.) EAST OF THE EAST EDGE OF THE CONCRETE GE1106'TAXIWAY, 9.25 METERS (30.3 FT) NORTH NORTHWEST OF THE GE1106'EDGE OF ASPHALT TARMAC, 2.85 METERS (9.3 FT) GE1106'EAST NORTHEAST OF A FIBERGLASS WITNESS POST. GE1106 GE1106 STATION RECOVERY (1987) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 GE1106'RECOVERED IN GOOD CONDITION. GE1106 GE1106 STATION RECOVERY (1990) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GE1106'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF POPLAR BLUFF, GE1106'8.05 KM (5.00 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MUNICIPAL GE1106'AIRPORT (EARL FIELDS MEMORIAL AIRPORT). OWNERSHIP--CITY OF POPLAR GE1106'BLUFF, P.O. BOX 460 POPLAR BLUFF, MO 63901. MANAGER IS BILL PETTET, GE1106'PHONE 314-686-4892 OR 785-6342. GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND GE1106'U.S. HIGHWAY 67 IN POPLAR BLUFF, GO EAST ON U.S. HIGHWAY 60 BUSINESS GE1106'FOR 3.90 KM (2.40 MI) TO COUNTY ROAD B (BLACK RIVER INDUSTRIAL PARK GE1106'ROAD). TURN RIGHT AND GO EAST ON COUNTY ROAD B FOR 4.35 KM (2.70 MI) GE1106'TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO NORTH ON THE GE1106'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE AND ENTRANCE GE1106'GATE ON THE LEFT. PASS THROUGH THE GATE AND CONTINUE NORTHWESTERLY GE1106'ACROSS TARMAC TO THE JUNCTION OF A CONCRETE TAXIWAY AND THE STATION ON GE1106'THE RIGHT. GE1106'THE STATION IS 13.50 M (44.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF GE1106'AN ASPHALT TAXIWAY LEADING TO THE END OF RUNWAY 36, 9.25 M (30.3 FT) GE1106'NORTH-NORTHWEST OF THE EDGE OF THE ASPHALT TARMAC, 4.65 M (15.3 FT) GE1106'EAST OF THE EAST EDGE OF THE CONCRETE TAXIWAY, AND 2.85 M (9.4 FT) GE1106'EAST-NORTHEAST OF A FIBERGLASS WITNESS POST. GE1106'DESCRIBED BY RDB. GE1106'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. GE1106 GE1106 STATION RECOVERY (1990) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GE1106'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) EAST OF POPLAR BLUFF, GE1106'8.05 KM (5.00 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MUNICIPAL GE1106'AIRPORT (ALSO EARL FIELDS MEMORIAL AIRPORT). OWNERSHIP--CITY OF GE1106'POPLAR BLUFF, P.O. BOX 460, POPLAR BLUFF MO 63901. MANAGER BILL GE1106'PETTIT, PHONE 314-686-4892 OR 314-785-6342. GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60(BUSINESS) GE1106'AND 67 IN POPLAR BLUFF, GO EAST ON HIGHWAY 60 FOR 3.46 KM (2.15 MI) GE1106'TO B ROAD. TURN RIGHT AND GO EAST ON B ROAD FOR 3.38 KM (2.10 MI) TO GE1106'A PAVED CROSSROAD (AA). CONTINUE EAST ON B ROAD FOR 1.13 KM GE1106'(0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO GE1106'NORTH FOR 0.08 KM (0.05 MI) ACROSS THE AIRPORT PARKING LOT TO A GATE. GE1106'PASS THROUGH GATE AND GO NORTHWEST ACROSS THE TARMAC FOR 0.08 KM GE1106'(0.05 MI) TO THE JUNCTION OF A CONCRETE TAXIWAY AND THE STATION ON GE1106'THE RIGHT. GE1106'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD RECESSED 9 GE1106'CM BELOW GROUND IN A PVC PIPE COVERED BY A STANDARD NGS LOGO CAP GE1106'FLUSH WITH THE GROUND. LOCATED 13.5 M (44.3 FT) NORTHEAST OF THE GE1106'CENTER OF THE ASPHALT TAXIWAY LEADING TO THE SOUTH END OF RUNWAY 36, GE1106'9.25 M (30.35 FT) NORTH-NORTHWEST OF THE EDGE OF THE ASPHALT TARMAC, GE1106'4.65 M (15.26 FT) EAST OF THE EAST EDGE OF A CONCRETE TAXIWAY AND GE1106'2.85 M (9.35 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST. GE1106'DESCRIBED BY D.G. AUG, TYPED BY HJS. GE1106 GE1106 STATION RECOVERY (1991) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1106'BLUFF AND 8.1 KM (5.05 MI) WEST OF ASH HILL AT THE POPLAR BLUFF GE1106'MEMORIAL AIRPORT. OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100 GE1106'SOUTH SECOND STREET), POPLAR BLUFF, MO 63901, PHONE IS 314-686-8620. GE1106'AIRPORT MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF, MO 63901, GE1106'PHONE IS 314-686-4892 OR 314-785-6342. GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND GE1106'COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO EASTERLY ON COUNTY ROAD B GE1106'FOR 4.38 KM (2.70 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO GE1106'NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING GE1106'LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT, FOR 0.11 KM (0.05 MI) GE1106'TO A GATE. PASS THROUGH THE GATE AND GO NORTHWEST ACROSS AN APRON AND GE1106'ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY AND THE GE1106'STATION ON THE RIGHT. GE1106'THE STATION IS LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A GE1106'TAXIWAY, 9.25 M (30.35 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF GE1106'AN APRON, 4.65 M (15.26 FT) EAST FROM THE EAST EDGE OF A CONCRETE GE1106'TAXIWAY AND 2.85 M (9.35 FT) EAST-NORTHEAST FROM A WITNESS POST. THE GE1106'STATION IS A PUNCH MARK ON TOP OF A 3/8 INCH STAINLESS ROD INCASED IN GE1106'A 5-INCH PVC PIPE AND IS RECESSED 9-CM BELOW THE GROUND. NOTE--ACCESS GE1106'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. GE1106'DESCRIBED BY E.J. HANSMANN GE1106 GE1106 STATION RECOVERY (1993) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1106'BLUFF AND 8.1 KM (5.05 MI) WEST OF ASH HILL AT THE POPLAR BLUFF GE1106'MEMORIAL AIRPORT. OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100 GE1106'SOUTH SECOND STREET), POPLAR BLUFF, MO 63901, PHONE IS 314-686-8620. GE1106'AIRPORT MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF, MO 63901, GE1106'PHONE IS 314-686-4892 OR 314-785-6342. GE1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 BUSINESS AND GE1106'COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO EASTERLY ON COUNTY ROAD B GE1106'FOR 4.38 KM (2.70 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT AND GO GE1106'NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING GE1106'LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT, FOR 0.11 KM (0.05 MI) GE1106'TO A GATE. PASS THROUGH THE GATE AND GO NORTHWEST ACROSS AN APRON AND GE1106'ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY AND THE GE1106'STATION ON THE RIGHT. GE1106'THE STATION IS LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A GE1106'TAXIWAY, 9.25 M (30.35 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF GE1106'AN APRON, 4.65 M (15.26 FT) EAST FROM THE EAST EDGE OF A CONCRETE GE1106'TAXIWAY AND 2.85 M (9.35 FT) EAST-NORTHEAST FROM A WITNESS POST. THE GE1106'STATION IS A PUNCH MARK ON TOP OF A 5/8-INCH STAINLESS ROD INCASED IN GE1106'A 5-INCH PVC PIPE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A GE1106'5-INCH LOGO CAP. GE1106 GE1106 STATION RECOVERY (1994) GE1106 GE1106'RECOVERED 1994 GE1106'RECOVERED IN GOOD CONDITION. GE1106 GE1106 STATION RECOVERY (1995) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS) GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1106'BLUFF, 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF MEMORIAL GE1106'AIRPORT. OWNERSHIP--CITY OF POPLAR BLUFF, P.O. BOX 460 (100 SOUTH GE1106'SECOND STREET), POPLAR BLUFF MO 63901, PHONE 314-686-8620. AIRPORT GE1106'MANAGER IS BILL PETTIT, P.O. BOX 105, POPLAR BLUFF MO 63901, PHONE GE1106'686-4892 OR 785-6342. TO REACH THE STATION FROM THE JUNCTION OF U.S. GE1106'HIGHWAY 60 BUSINESS AND COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GO GE1106'EASTERLY FOR 4.38 KM (2.70 MI) ON COUNTY ROAD B TO A PAVED ROAD LEFT. GE1106'TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD AND NORTHWEST GE1106'ACROSS A PARKING LOT, PASSING THE AIRPORT OFFICE ON RIGHT, FOR 0.11 KM GE1106'(0.05 MI) TO A GATE. PASS THROUGH GATE AND GO NORTHWEST ACROSS AN GE1106'APRON AND ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO A CONCRETE TAXIWAY GE1106'AND THE STATION ON RIGHT. TOP OF ROD IS RECESSED 10 CM BELOW GROUND. GE1106'LOCATED 13.5 M (44.3 FT) NORTHEAST FROM THE CENTER OF A PAVED TAXIWAY, GE1106'10.76 M (35.30 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF THE GE1106'APRON WHERE THE APRON JOINS THE PAVED TAXIWAY, 4.65 M (15.26 FT) EAST GE1106'FROM THE EAST EDGE OF A CONCRETE TAXIWAY AND 2.85 M (9.35 FT) GE1106'EAST-NORTHEAST FROM A WITNESS POST. GE1106 GE1106 STATION RECOVERY (1997) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1106'BLUFF, 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF GE1106'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT, IN THE GRASS AREA BETWEEN THE GE1106'APRON AND THE MAIN TAXIWAY, JUST NORTHEAST OF THE TAXIWAY/RAMP LEADING GE1106'TO RUNWAY END 36. OWNERSHIP--CITY OF POPLAR BLUFF, 100 SOUTH SECOND GE1106'STREET, PO BOX 460, POPLAR BLUFF MO 63901, PHONE 573-686-8620. GE1106'AIRPORT MANAGER BILL PETTET, PO BOX 105, POPLAR BLUFF MO 63901, PHONE GE1106'573-686-4892 OR 785-6342. TO REACH THE STATION FROM THE JUNCTION OF GE1106'U.S. HIGHWAY 60 BUSINESS AND COUNTY ROAD B IN NORTHEAST POPLAR BLUFF, GE1106'GO EASTERLY FOR 4.38 KM (2.70 MI) ALONG COUNTY ROAD B TO THE AIRPORT GE1106'ENTRANCE ROAD ON THE LEFT. TURN LEFT, NORTH FOR 0.11 KM (0.05 MI) GE1106'ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING LOT, PASSING GE1106'THE AIRPORT OFFICE ON THE RIGHT, TO A GATE. PASS THROUGH THE GATE, GE1106'NORTHWEST FOR 0.13 KM (0.10 MI) ACROSS APRON AND ALONG THE GE1106'TAXIWAY/RAMP TO THE MAIN TAXIWAY AND THE STATION ON THE RIGHT, JUST GE1106'EAST OF THE MAIN TAXIWAY. STATION IS 13.5 M (44.3 FT) WEST-NORTHWEST GE1106'OF THE APRONS CURVED WEST-NORTHWEST EDGE, 11.0 M (36.1 FT) EAST OF THE GE1106'MAIN TAXIWAY CENTER, 9.6 M (31.5 FT) NORTHEAST OF THE TAXIWAY/RAMP GE1106'CENTERLINE, 2.8 M (9.2 FT) NORTHEAST OF THE NORTHWESTERNMOST 1 OF 3 GE1106'TAXIWAY MARKER LIGHTS AND WITNESS POST, ABOUT LEVEL WITH THE GE1106'TAXIWAY/RAMP AND FLUSH WITH THE GROUND SURFACE. THE DATUM POINT IS A GE1106'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A GE1106'DEPTH OF 13.4 M (44.0 FT), IN A GREASE-FILLED SLEEVE 1.0 M (3.3 FT) GE1106'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY GE1106'CONCRETE. ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP. GE1106'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY GE1106'AIRPORT CONTROL STATION. THE SLEEVE DEPTH DOES NOT MEET THE GE1106'SPECIFICATION FOR A CLASS A ROD MARK. GE1106 GE1106 STATION RECOVERY (1997) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) GE1106'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1106'BLUFF, MO., AND 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF GE1106'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT (POF) , IN THE GRASS AREA GE1106'BETWEEN THE APRON AND THE MAIN TAXIWAY, JUST NORTHEAST OF THE GE1106'TAXIWAY/RAMP LEADING TO RUNWAY END 36. OWNERSHIP--CITY OF POPLAR GE1106'BLUFF, P.O. BOX 460 (100 SOUTH SECOND STREET) , POPLAR BLUFF, MO., GE1106'63901. AIRPORT MANAGER IS BILL PETTET, P.O. BOX 105, POPLAR BLUFF, GE1106'MO. 63901. PHONE 573-686-8620 OR 573-686-4892. NOTE--THIS STATION GE1106'IS A NEW MADRID FAULT SEISMIC ZONE STATION. TO REACH THE STATION FROM GE1106'THE JUNCTION OF U.S. HIGHWAY 60 (BUSINESS) AND COUNTY ROAD B IN GE1106'NORTHEAST POPLAR BLUFF, GO EASTERLY, 4.38 KM (2.70 MI) ALONG COUNTY GE1106'ROAD B TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT, NORTH, GE1106'0.11 KM (0.05 MI) ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A GE1106'PARKING LOT, PASSING THE AIRPORT OFFICE ON THE RIGHT TO A GATE. PASS GE1106'THROUGH THE GATE, NORTHWEST, 0.13 KM (0.10 MI) ACROSS APRON AND ALONG GE1106'THE TAXIWAY/RAMP TO THE MAIN TAXIWAY AND THE STATION ON THE RIGHT, GE1106'JUST EAST OF THE MAIN TAXIWAY. STATION IS 13.5 M (44.3 FT) GE1106'WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE CURVED APRON, 11.0 M GE1106'(36.1 FT) EAST OF THE MAIN TAXIWAY CENTER, 13.4 M (44.0 FT) NORTHEAST GE1106'OF THE TAXIWAY/RAMP CENTERLINE, 2.8 M (9.2 FT) NORTHEAST OF THE MOST GE1106'NORTHWEST 1 OF 3 TAXIWAY MARKER LIGHTS AND WITNESS POST, AND THE GE1106'STATION IS ABOUT LEVEL WITH THE TAXIWAY/RAMP AND FLUSH WITH THE GROUND GE1106'SURFACE. BY R.G. HAYES. NOTE--THE DATUM POINT IS A PUNCH MARK ON GE1106'THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 13.4 M, GE1106'(44.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A GE1106'5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE. ACCESS TO GE1106'THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP. GE1106 GE1106 STATION RECOVERY (1997) GE1106 GE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) GE1106'RECOVERED AS DESCRIBED. GE1106 GE1106 STATION RECOVERY (2002) GE1106 GE1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1106'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1018 *********************************************************************** GE1018 DESIGNATION - BUTLER GE1018 PID - GE1018 GE1018 STATE/COUNTY- MO/BUTLER GE1018 USGS QUAD - CORNING (1964) GE1018 GE1018 *CURRENT SURVEY CONTROL GE1018 ___________________________________________________________________ GE1018* NAD 83(1997)- 36 29 55.54424(N) 090 32 22.50418(W) ADJUSTED GE1018* NAVD 88 - 89. (meters) 292. (feet) SCALED GE1018 ___________________________________________________________________ GE1018 LAPLACE CORR- 0.62 (seconds) DEFLEC99 GE1018 GEOID HEIGHT- -28.87 (meters) GEOID99 GE1018 GE1018 HORZ ORDER - THIRD GE1018 GE1018.The horizontal coordinates were established by classical geodetic methods GE1018.and adjusted by the National Geodetic Survey in February 2000. GE1018 GE1018.The orthometric height was scaled from a topographic map. GE1018 GE1018.The Laplace correction was computed from DEFLEC99 derived deflections. GE1018 GE1018.The geoid height was determined by GEOID99. GE1018 GE1018; North East Units Scale Converg. GE1018;SPC MO E - 73,833.191 246,453.761 MT 0.99993349 -0 01 24.8 GE1018;SPC AR N - 241,220.787 530,845.794 MT 1.00006326 +0 50 59.3 GE1018;UTM 15 - 4,042,086.131 720,366.648 MT 1.00019834 +1 27 50.6 GE1018 GE1018: Primary Azimuth Mark Grid Az GE1018:SPC MO E - BUTLER AZ MK 355 29 26.6 GE1018:SPC AR N - BUTLER AZ MK 354 37 02.5 GE1018:UTM 15 - BUTLER AZ MK 354 00 11.2 GE1018 GE1018|---------------------------------------------------------------------| GE1018| PID Reference Object Distance Geod. Az | GE1018| dddmmss.s | GE1018| CI3168 BUTLER RM 1 38.450 METERS 10447 | GE1018| CI3169 BUTLER RM 2 23.129 METERS 13259 | GE1018| CI3167 BUTLER AZ MK 3552801.8 | GE1018|---------------------------------------------------------------------| GE1018 GE1018 SUPERSEDED SURVEY CONTROL GE1018 GE1018 NAD 83(1997)- 36 29 55.54405(N) 090 32 22.50456(W) AD( ) 3 GE1018 NAD 83(1986)- 36 29 55.54988(N) 090 32 22.50433(W) AD( ) 3 GE1018 NAD 27 - 36 29 55.33990(N) 090 32 22.10310(W) AD( ) 3 GE1018 GE1018.Superseded values are not recommended for survey control. GE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1018.See file dsdata.txt to determine how the superseded data were derived. GE1018 GE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2036742086(NAD 83) GE1018_MARKER: DS = TRIANGULATION STATION DISK GE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE1018 GE1018 HISTORY - Date Condition Report By GE1018 HISTORY - 1957 MONUMENTED CGS GE1018 HISTORY - 20020917 MARK NOT FOUND USACE GE1018 GE1018 STATION DESCRIPTION GE1018 GE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR) GE1018'STATION IS ALONG U.S. HIGHWAY 67, ABOUT 4-1/2 MILES SOUTH GE1018'OF NEELYVILLE, ABOUT 6-1/2 MILES NORTH-NORTHEAST OF CORNING, GE1018'NEAR THE MISSOURI-ARKANSAS STATE LINE, IN THE SOUTHWEST GE1018'QUARTER OF SECTION 33, T 22 N, R 5 E. GE1018' GE1018'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE ROUTE GE1018'142 AT THE WEST SIDE OF NEELYVILLE, BY GOING SOUTH ON U.S. GE1018'HIGHWAY 67 FOR 4.9 MILES TO THE MISSOURI-ARKANSAS STATE GE1018'LINE, AND THE STATION ON THE LEFT. TO REACH THE AZIMUTH GE1018'MARK FROM THE STATION, GO NORTH ON HIGHWAY 67 FOR 0.3 MILE, GE1018'AND AZIMUTH MARK ON LEFT. GE1018' GE1018'STATION MARKS ARE STANDARD DISKS, STAMPED BUTLER 1957. THE GE1018'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE GE1018'MONUMENT, WHICH PROJECTS FLUSH WITH THE GROUND. IT IS 95 GE1018'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LIQUOR STORE GE1018'BUILDING, 74 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY GE1018'67, 80 FEET NORTH OF A GRAVEL SIDE ROAD RUNNING EAST AND WEST GE1018'ALONG THE STATE LINE, AND 28 FEET SOUTHWEST OF A GRAVEL GE1018'DRIVE ROAD. THE UNDERGROUND MARK IS SET IN AN IRREGULAR GE1018'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE. GE1018' GE1018'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTLER NO 1 GE1018'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH GE1018'PROJECTS 4 INCHES. IT IS 33 FEET SOUTHEAST OF THE SOUTHEAST GE1018'CORNER OF A LIQUOR STORE, 5 FEET EAST OF A GRAVEL DRIVE GE1018'ROAD, AND 1 FOOT SOUTH OF A POWER POLE. GE1018' GE1018'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTLER NO 2 GE1018'1957, SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT GE1018'WHICH PROJECTS 2 INCHES. IT IS 30 FEET NORTH OF A GRAVEL GE1018'SIDE ROAD (STATE LINE), 85 FEET WEST OF A GRAVEL ENTRANCE GE1018'ROAD, 128 FEET SOUTH OF THE SOUTHWEST CORNER OF A LIQUOR GE1018'STORE. A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET GE1018'NORTHEAST OF THE MARK. GE1018' GE1018'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUTLER 1957, SET IN GE1018'THE TOP OF A 10 INCH, SQUARE, CONCRETE MONUMENT, WHICH PROJECTS GE1018'2 INCHES. IT IS 63 FEET WEST OF THE CENTER OF U.S. HIGHWAY GE1018'67, 1 FOOT EAST OF A NORTH-SOUTH FENCE. A 4 IN X 4 IN WHITE GE1018'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK. GE1018' GE1018'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS. GE1018 GE1018 STATION RECOVERY (2002) GE1018 GE1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1018'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0012 *********************************************************************** GE0012 DESIGNATION - D 14 GE0012 PID - GE0012 GE0012 STATE/COUNTY- MO/BUTLER GE0012 USGS QUAD - ROMBAUER (1966) GE0012 GE0012 *CURRENT SURVEY CONTROL GE0012 ___________________________________________________________________ GE0012* NAD 83(1986)- 36 50 43. (N) 090 16 46. (W) SCALED GE0012* NAVD 88 - 102.098 (meters) 334.97 (feet) ADJUSTED GE0012 ___________________________________________________________________ GE0012 GEOID HEIGHT- -29.07 (meters) GEOID99 GE0012 DYNAMIC HT - 102.018 (meters) 334.70 (feet) COMP GE0012 MODELED GRAV- 979,842.9 (mgal) NAVD 88 GE0012 GE0012 VERT ORDER - FIRST CLASS II GE0012 GE0012.The horizontal coordinates were scaled from a topographic map and have GE0012.an estimated accuracy of +/- 6 seconds. GE0012 GE0012.The orthometric height was determined by differential leveling GE0012.and adjusted by the National Geodetic Survey in June 1991. GE0012 GE0012.The geoid height was determined by GEOID99. GE0012 GE0012.The dynamic height is computed by dividing the NAVD 88 GE0012.geopotential number by the normal gravity value computed on the GE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0012.degrees latitude (g = 980.6199 gals.). GE0012 GE0012.The modeled gravity was interpolated from observed gravity values. GE0012 GE0012; North East Units Estimated Accuracy GE0012;SPC MO E - 112,310. 269,670. MT (+/- 180 meters Scaled) GE0012 GE0012 SUPERSEDED SURVEY CONTROL GE0012 GE0012 NGVD 29 - 102.118 (m) 335.03 (f) ADJ UNCH 1 2 GE0012 GE0012.Superseded values are not recommended for survey control. GE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0012.See file dsdata.txt to determine how the superseded data were derived. GE0012 GE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA425811(NAD 83) GE0012_MARKER: DB = BENCH MARK DISK GE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0012_STAMPING: 335.055 D 14 1932 GE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0012+STABILITY: SURFACE MOTION GE0012 GE0012 HISTORY - Date Condition Report By GE0012 HISTORY - 1932 MONUMENTED CGS GE0012 HISTORY - 1934 GOOD NGS GE0012 HISTORY - 20020830 MARK NOT FOUND USACE GE0012 GE0012 STATION DESCRIPTION GE0012 GE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0012'AT ROMBAUER. GE0012'AT ROMBAUER, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0012'RAILWAY, 440 YARDS NORTH OF THE STATION, 75 FEET NORTH OF THE GE0012'NORTHWEST CORNER OF BRIDGE NO. A 185.9, 65 FEET SOUTHWEST OF GE0012'POLE 185/25, AT A PRIVATE-ROAD CROSSING, 47.5 FEET NORTHWEST OF GE0012'THE CENTERLINE OF THE TRACK, 4 FEET NORTHEAST OF THE NORTHEAST GE0012'GATEPOST, AND 2 FEET FROM THE RIGHT-OF-WAY FENCE. A STANDARD GE0012'DISK, STAMPED 335.055 D 14 1932 AND SET IN THE TOP OF A CONCRETE GE0012'POST PROJECTING 5 INCHES ABOVE GROUND. GE0012 GE0012 STATION RECOVERY (2002) GE0012 GE0012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0012'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0959 *********************************************************************** GE0959 DESIGNATION - DEAL 2 GE0959 PID - GE0959 GE0959 STATE/COUNTY- MO/BUTLER GE0959 USGS QUAD - ROMBAUER (1966) GE0959 GE0959 *CURRENT SURVEY CONTROL GE0959 ___________________________________________________________________ GE0959* NAD 83(1997)- 36 49 29.82160(N) 090 19 29.29207(W) ADJUSTED GE0959* NAVD 88 - 143. (meters) 469. (feet) SCALED GE0959 ___________________________________________________________________ GE0959 LAPLACE CORR- 2.06 (seconds) DEFLEC99 GE0959 GEOID HEIGHT- -29.11 (meters) GEOID99 GE0959 GE0959 HORZ ORDER - SECOND GE0959 GE0959.The horizontal coordinates were established by classical geodetic methods GE0959.and adjusted by the National Geodetic Survey in February 2000. GE0959 GE0959.The orthometric height was scaled from a topographic map. GE0959 GE0959.The Laplace correction was computed from DEFLEC99 derived deflections. GE0959 GE0959.The geoid height was determined by GEOID99. GE0959 GE0959; North East Units Scale Converg. GE0959;SPC MO E - 110,041.900 265,629.187 MT 0.99993634 +0 06 18.0 GE0959;UTM 15 - 4,078,793.848 738,597.640 MT 1.00030140 +1 36 15.1 GE0959 GE0959: Primary Azimuth Mark Grid Az GE0959:SPC MO E - MARTIN 277 56 19.5 GE0959:UTM 15 - MARTIN 276 26 22.4 GE0959 GE0959|---------------------------------------------------------------------| GE0959| PID Reference Object Distance Geod. Az | GE0959| dddmmss.s | GE0959| CI4235 DEAL 2 RM 3 24.381 METERS 00735 | GE0959| GE0962 NATURAL GAS PLINE RAD STA MST APPROX. 2.6 KM 0205206.7 | GE0959| GE0964 ROMBAUER LOOKOUT TOWER APPROX. 4.2 KM 0244405.2 | GE0959| CI4236 DEAL 2 RM 4 25.213 METERS 10451 | GE0959| GE0970 POPLAR BLUFF TV STA KPOB MAST APPROX.11.6 KM 2565017.7 | GE0959| GE1071 MARTIN APPROX.17.6 KM 2780237.5 | GE0959| GE0963 DEAL 22.489 METERS 28625 | GE0959|---------------------------------------------------------------------| GE0959 GE0959 SUPERSEDED SURVEY CONTROL GE0959 GE0959 NAD 83(1997)- 36 49 29.82481(N) 090 19 29.29263(W) AD( ) 2 GE0959 NAD 83(1997)- 36 49 29.82836(N) 090 19 29.29191(W) AD( ) 2 GE0959 NAD 83(1986)- 36 49 29.83206(N) 090 19 29.29219(W) AD( ) 2 GE0959 NAD 27 - 36 49 29.63950(N) 090 19 28.90610(W) AD( ) 2 GE0959 GE0959.Superseded values are not recommended for survey control. GE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0959.See file dsdata.txt to determine how the superseded data were derived. GE0959 GE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3859878794(NAD 83) GE0959_MARKER: DS = TRIANGULATION STATION DISK GE0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0959+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002 GE0959 GE0959 HISTORY - Date Condition Report By GE0959 HISTORY - 1963 MONUMENTED CGS GE0959 HISTORY - 1988 GOOD USE GE0959 HISTORY - 20020830 GOOD USACE GE0959 GE0959 STATION DESCRIPTION GE0959 GE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0959'THE STATION IS ABOUT 5 MILES NORTH AND 4 MILES EAST OF POPLAR GE0959'BLUFF, ABOUT 1-1/2 MILES SOUTH AND 1-1/4 MILE WEST OF ROMCAUER, GE0959'IN THE SOUTHEAST 1/4 OF SEC. 8, T. 25 N., R. 7 E., AND ON GE0959'THE PROPERTY OF THE CLARK NATIONAL FOREST. IT IS 178 FEET GE0959'EAST OF THE CENTERLINE OF COUNTY ROAD T, 67 FEET SOUTH OF THE GE0959'CENTERLINE OF A DIRT ROAD, 14 FEET SOUTHWEST OF A 12 INCH GE0959'OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND GE0959'FEET SOUTHEAST OF A WITNESS POST. THE MONUMENT PROJECT GE0959'6 INCHES AND THE DISK IS STAMPED DEAL 2 1963. GE0959' GE0959'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE GE0959'HIGHWAY 172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO GE0959'EAST ON HIGHWAY 172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY GE0959'ROAD PP. CONTINUE EAST ON HIGHWAY 172 FOR 1.0 MILE GE0959'JUNCTION WITH COUNTY ROAD W. TURN RIGHT AND GO SOUTH ON GE0959'COUNTY ROAD W FOR 3.85 MILES TO THE JUNCTION WITH COUNTY ROAD GE0959'KK. TURN LEFT AND GO EAST ON COUNTY ROAD KK FOR 5.3 MILES TO GE0959'THE JUNCTION WITH COUNTY ROAD T. TURN RIGHT AND GO SOUTH GE0959'ON COUNTY ROAD T FOR 5.5 MILES TO A DIRT SIDE ROAD LEFT GE0959'AND THE STATION. GE0959' GE0959'REFERENCE MARK 3 IS 11 FEET NORTH OF THE CENTERLINE OFTHE GE0959'DIRT ROAD AND 3 FEET SOUTH OF A TWIN TRUNKED HICKORY TREE. GE0959'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DEAL GE0959'2 NO 3 1963. GE0959' GE0959'REFERENCE MARK 4 IS 58 FEET SOUTH OF THE CENTERLINE OF THE GE0959'DIRT ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE DISK GE0959'IS STAMPED DEAL 2 NO 4 1963. GE0959' GE0959'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND. GE0959' GE0959'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS. GE0959 GE0959 STATION RECOVERY (1988) GE0959 GE0959'RECOVERY NOTE BY US ENGINEERS 1988 (GG) GE0959'RECOVERED IN GOOD CONDITION. GE0959 GE0959 STATION RECOVERY (2002) GE0959 GE0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0959'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0014 *********************************************************************** GE0014 DESIGNATION - E 14 GE0014 PID - GE0014 GE0014 STATE/COUNTY- MO/BUTLER GE0014 USGS QUAD - ROMBAUER (1966) GE0014 GE0014 *CURRENT SURVEY CONTROL GE0014 ___________________________________________________________________ GE0014* NAD 83(1986)- 36 49 02. (N) 090 18 17. (W) SCALED GE0014* NAVD 88 - 99.304 (meters) 325.80 (feet) ADJUSTED GE0014 ___________________________________________________________________ GE0014 GEOID HEIGHT- -29.08 (meters) GEOID99 GE0014 DYNAMIC HT - 99.225 (meters) 325.54 (feet) COMP GE0014 MODELED GRAV- 979,838.8 (mgal) NAVD 88 GE0014 GE0014 VERT ORDER - FIRST CLASS II GE0014 GE0014.The horizontal coordinates were scaled from a topographic map and have GE0014.an estimated accuracy of +/- 6 seconds. GE0014 GE0014.The orthometric height was determined by differential leveling GE0014.and adjusted by the National Geodetic Survey in June 1991. GE0014 GE0014.The geoid height was determined by GEOID99. GE0014 GE0014.The dynamic height is computed by dividing the NAVD 88 GE0014.geopotential number by the normal gravity value computed on the GE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0014.degrees latitude (g = 980.6199 gals.). GE0014 GE0014.The modeled gravity was interpolated from observed gravity values. GE0014 GE0014; North East Units Estimated Accuracy GE0014;SPC MO E - 109,190. 267,420. MT (+/- 180 meters Scaled) GE0014 GE0014 SUPERSEDED SURVEY CONTROL GE0014 GE0014 NGVD 29 - 99.321 (m) 325.86 (f) ADJ UNCH 1 2 GE0014 GE0014.Superseded values are not recommended for survey control. GE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0014.See file dsdata.txt to determine how the superseded data were derived. GE0014 GE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA404779(NAD 83) GE0014_MARKER: DB = BENCH MARK DISK GE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0014_STAMPING: 325.879 E 14 1932 GE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0014+STABILITY: SURFACE MOTION GE0014 GE0014 HISTORY - Date Condition Report By GE0014 HISTORY - 1932 MONUMENTED CGS GE0014 HISTORY - 1934 GOOD NGS GE0014 HISTORY - 20020830 MARK NOT FOUND USACE GE0014 GE0014 STATION DESCRIPTION GE0014 GE0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0014'2.1 MI SW FROM ROMBAUER. GE0014'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0014'FROM THE STATION AT ROMBAUER, BUTLER COUNTY, 10-1/2 RAILS GE0014'NORTHEAST OF BRIDGE NO. A 188.4, 500 FEET SOUTHEAST OF A GE0014'FARMHOUSE, 96 FEET SOUTHEAST OF BENCH MARK 3 H (U.S.G.S.) GE0014'DESCRIBED BELOW, 80 FEET SOUTHEAST OF POLE 188/9, 47.5 FEET GE0014'SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 6 FEET GE0014'NORTHEAST OF THE NORTHEAST END OF A GATE IN THE SOUTHEAST GE0014'RIGHT-OF-WAY FENCE, AND 2 FEET FROM THE FENCE. A STANDARD DISK, GE0014'STAMPED 325.879 E 14 1932 AND SET IN THE TOP OF A CONCRETE POST GE0014'PROJECTING 5 INCHES ABOVE GROUND. GE0014 GE0014 STATION RECOVERY (2002) GE0014 GE0014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0014'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1107 *********************************************************************** GE1107 SACS - This is a Secondary Airport Control Station. GE1107 DESIGNATION - EARLPORT GE1107 PID - GE1107 GE1107 STATE/COUNTY- MO/BUTLER GE1107 USGS QUAD - ROMBAUER (1966) GE1107 GE1107 *CURRENT SURVEY CONTROL GE1107 ___________________________________________________________________ GE1107* NAD 83(1997)- 36 46 01.03807(N) 090 19 31.33655(W) ADJUSTED GE1107* NAVD 88 - 98.7 (meters) 324. (feet) VERTCON GE1107 ___________________________________________________________________ GE1107 X - -29,050.151 (meters) COMP GE1107 Y - -5,115,489.037 (meters) COMP GE1107 Z - 3,796,748.987 (meters) COMP GE1107 LAPLACE CORR- 1.91 (seconds) DEFLEC99 GE1107 ELLIP HEIGHT- 70.09 (meters) GPS OBS GE1107 GEOID HEIGHT- -29.05 (meters) GEOID99 GE1107 GE1107 HORZ ORDER - THIRD GE1107 ELLP ORDER - FOURTH CLASS I GE1107 GE1107.This mark is at Poplar Bluff Municipal Airport (POF) GE1107 GE1107.The horizontal coordinates were established by GPS observations GE1107.and adjusted by the National Geodetic Survey in February 2000. GE1107 GE1107.The NAVD 88 height was computed by applying the VERTCON shift value to GE1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE1107 GE1107.GPS derived orthometric heights for airport stations designated as GE1107.PACS or SACS are published to 2 decimal places. This maintains GE1107.centimeter relative accuracy between the PACS and SACS. It does GE1107.not indicate centimeter accuracy relative to other marks which are GE1107.part of the NAVD 88 network. GE1107 GE1107.The X, Y, and Z were computed from the position and the ellipsoidal ht. GE1107 GE1107.The Laplace correction was computed from DEFLEC99 derived deflections. GE1107 GE1107.The ellipsoidal height was determined by GPS observations GE1107.and is referenced to NAD 83. GE1107 GE1107.The geoid height was determined by GEOID99. GE1107 GE1107; North East Units Scale Converg. GE1107;SPC MO E - 103,606.254 265,590.273 MT 0.99993633 +0 06 16.3 GE1107;UTM 15 - 4,072,357.033 738,727.047 MT 1.00030217 +1 36 06.1 GE1107 GE1107: Primary Azimuth Mark Grid Az GE1107:SPC MO E - EARLPORT AZ MK 001 03 57.6 GE1107:UTM 15 - EARLPORT AZ MK 359 34 07.8 GE1107 GE1107|---------------------------------------------------------------------| GE1107| PID Reference Object Distance Geod. Az | GE1107| dddmmss.s | GE1107| GE1108 EARLPORT AZ MK 440.299 METERS 0011013.9 | GE1107|---------------------------------------------------------------------| GE1107 GE1107 SUPERSEDED SURVEY CONTROL GE1107 GE1107 NAD 83(1997)- 36 46 01.03807(N) 090 19 31.33655(W) AD( ) 3 GE1107 NAD 83(1997)- 36 46 01.03818(N) 090 19 31.33655(W) AD( ) 3 GE1107 NAD 83(1986)- 36 46 01.04901(N) 090 19 31.33311(W) AD( ) 3 GE1107 NGVD 29 - 98.8 (m) 324. (f) GPS OBS GE1107 GE1107.Superseded values are not recommended for survey control. GE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1107.See file dsdata.txt to determine how the superseded data were derived. GE1107 GE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3872772357(NAD 83) GE1107_MARKER: I = METAL ROD GE1107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) GE1107_STAMPING: EARLPORT 1989 GE1107_MARK LOGO: NGS GE1107_PROJECTION: FLUSH GE1107_MAGNETIC: I = MARKER IS A STEEL ROD GE1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE1107+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002 GE1107_ROD/PIPE-DEPTH: 13.4 meters GE1107_SLEEVE-DEPTH : 0.91 meters GE1107 GE1107 HISTORY - Date Condition Report By GE1107 HISTORY - 1989 MONUMENTED NGS GE1107 HISTORY - 19900215 GOOD GE1107 HISTORY - 19970218 GOOD NGS GE1107 HISTORY - 20020830 GOOD USACE GE1107 GE1107 STATION DESCRIPTION GE1107 GE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 GE1107'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF POPLAR BLUFF, GE1107'35.0 KM (21.75 MI) WEST OF DEXTER, NEAR THE SOUTHWEST CORNER OF RUNWAY GE1107'36 AT THE POPLAR BLUFF EARL FIELDS MEMORIAL AIRPORT. OWNERSHIP--CITY GE1107'OF POPLAR BLUFF, P.O.BOX 460, POPLAR BLUFF, MO 63901. MANAGER IS BILL GE1107'PETTET, PHONE, 314-686-4892 OR 785-6342. GE1107'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 60 GE1107'BUSINESS AND U.S. HIGHWAY 67 IN POPLAR BLUFF, GO EAST ON U.S. HIGHWAY GE1107'60 BUSINESS FOR 3.90 KM (2.40 MI) TO COUNTY ROAD B (BLACK RIVER GE1107'INDUSTRIAL PARK ROAD). TURN RIGHT AND GO EAST ON COUNTY ROAD B FOR 4.2 GE1107'KM (2.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, GE1107'NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT GE1107'OFFICE AND APRON CONTINUE ONTO THE ENTRANCE RAMP TO THE JUNCTION OF GE1107'RUNWAY 36, CONTINUE WEST CROSSING THE RUNWAY ONTO THE GRASS AND THE GE1107'STATION ON THE LEFT NEAR THE EAST SIDE OF THE APPROCH STROBE LIGHT OF GE1107'RUNWAY 36. GE1107'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN GE1107'INTO THE GROUND ENCASSED IN A 5-INCH PVC PIPE WITH A LOGO CAP, LOCATED GE1107'27.7 M (90.9 FT) WEST OF THE EXTENDED CENTER OF THE RUNWAY, 17.4 M GE1107'(57.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY 36, 1.1 M GE1107'(3.6 FT) EAST OF THE EAST FACE OF THE ELECTRIAL BOX OF THE APPROCH GE1107'STROBE LIGHT OF RUNWAY 36 AND 1.1 M (3.6 FT) EAST OF A FIBERGLASS GE1107'WITNESS POST. GE1107'DESCRIBED BY M.L.M. GE1107 GE1107 STATION RECOVERY (1990) GE1107 GE1107'RECOVERED 1990 GE1107'RECOVERED IN GOOD CONDITION. GE1107 GE1107 STATION RECOVERY (1997) GE1107 GE1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) GE1107'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF POPLAR GE1107'BLUFF, MO., AND 8.1 KM (5.05 MI) WEST OF ASH HILL, AT THE POPLAR BLUFF GE1107'MUNICIPAL/EARL FIELDS MEMORIAL AIRPORT (POF) , IN THE GRASS, SOUTHWEST GE1107'OF THE SOUTHWEST CORNER OF RUNWAY END 36, NEAR AND NORTHWEST OF A GE1107'SHALLOW GRASS DRAINAGE DITCH. OWNERSHIP--CITY OF POPLAR BLUFF, P.O. GE1107'BOX 460 (100 SOUTH SECOND STREET) , POPLAR BLUFF, MO., 63901. GE1107'573-686-8620 (CITY HALL) . AIRPORT MANAGER BILL PETTET, P.O. BOX GE1107'105, POPLAR BLUFF, MO. 63901. PHONE AT CITY HALL NUMBER ABOVE, GE1107'AIRPORT NUMBER IS 573-686-4892. NOTE--THIS STATION IS A SECONDARY GE1107'AIRPORT CONTROL STATION (SACS) . TO REACH THE STATION FROM THE GE1107'JUNCTION OF U.S. HIGHWAY 60 BUISNESS AND COUNTY ROAD B IN NORTHEAST GE1107'POPLAR BLUFF, GO EASTERLY, 4.38 KM (2.70 MI) ALONG COUNTY ROAD B TO GE1107'THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT, NORTH, 0.11 KM GE1107'(0.05 MI) ALONG THE ENTRANCE ROAD AND NORTHWEST ACROSS A PARKING LOT, GE1107'PASSING THE AIRPORT OFFICE ON THE RIGHT TO A GATE. PASS THROUGH THE GE1107'GATE, NORTHWEST, 0.2 KM (0.10 MI) ACROSS APRON AND ALONG THE TAXI/RAMP GE1107'TO RUNWAY END 36, AND THE STATION SOUTHWEST OF THE SOUTHWEST CORNER. GE1107'STATION IS 27.2 M (89.2 FT) WEST OF THE EXTENDED RUNWAY CENTERLINE, GE1107'17.1 M (56.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 13.1 GE1107'M (43.0 FT) SOUTHWEST OF THE MOST WEST 1 OF 4 RUNWAY END LIGHTS, 1.5 M GE1107'(4.9 FT) NORTHWEST OF A SHALLOW DRAINAGE DITCH CENTER, AND THE STATION GE1107'IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY LEVEL AND RECESSED ABOUT 4-CM GE1107'BELOW THE GROUND SURFACE. BY R.G. HAYES NOTE--THE DATUM POINT IS A GE1107'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A GE1107'DEPTH OF 13.4 M, (44.0 FT) IN A GREASE FILLED SLEEVE 0.91 M (2.99 FT) GE1107'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY GE1107'CONCRETE. ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP. GE1107 GE1107 STATION RECOVERY (2002) GE1107 GE1107'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1107'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0016 *********************************************************************** GE0016 DESIGNATION - F 14 GE0016 PID - GE0016 GE0016 STATE/COUNTY- MO/BUTLER GE0016 USGS QUAD - ROMBAUER (1966) GE0016 GE0016 *CURRENT SURVEY CONTROL GE0016 ___________________________________________________________________ GE0016* NAD 83(1986)- 36 47 46. (N) 090 20 00. (W) SCALED GE0016* NAVD 88 - 99.597 (meters) 326.76 (feet) ADJUSTED GE0016 ___________________________________________________________________ GE0016 GEOID HEIGHT- -29.10 (meters) GEOID99 GE0016 DYNAMIC HT - 99.519 (meters) 326.51 (feet) COMP GE0016 MODELED GRAV- 979,839.9 (mgal) NAVD 88 GE0016 GE0016 VERT ORDER - FIRST CLASS II GE0016 GE0016.The horizontal coordinates were scaled from a topographic map and have GE0016.an estimated accuracy of +/- 6 seconds. GE0016 GE0016.The orthometric height was determined by differential leveling GE0016.and adjusted by the National Geodetic Survey in June 1991. GE0016 GE0016.The geoid height was determined by GEOID99. GE0016 GE0016.The dynamic height is computed by dividing the NAVD 88 GE0016.geopotential number by the normal gravity value computed on the GE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0016.degrees latitude (g = 980.6199 gals.). GE0016 GE0016.The modeled gravity was interpolated from observed gravity values. GE0016 GE0016; North East Units Estimated Accuracy GE0016;SPC MO E - 106,840. 264,870. MT (+/- 180 meters Scaled) GE0016 GE0016 SUPERSEDED SURVEY CONTROL GE0016 GE0016 NGVD 29 - 99.612 (m) 326.81 (f) ADJ UNCH 1 2 GE0016 GE0016.Superseded values are not recommended for survey control. GE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0016.See file dsdata.txt to determine how the superseded data were derived. GE0016 GE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA379755(NAD 83) GE0016_MARKER: DB = BENCH MARK DISK GE0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0016_STAMPING: 326.833 F 14 1932 GE0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0016+STABILITY: SURFACE MOTION GE0016 GE0016 HISTORY - Date Condition Report By GE0016 HISTORY - 1932 MONUMENTED CGS GE0016 HISTORY - 1934 GOOD NGS GE0016 HISTORY - 20020830 MARK NOT FOUND USACE GE0016 GE0016 STATION DESCRIPTION GE0016 GE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0016'4.6 MI NE FROM POPLAR BLUFF. GE0016'4.6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0016'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 10 RAILS GE0016'SOUTHWEST OF BRIDGE NO. A 190.4, AT A ROAD CROSSING, 123 FEET GE0016'NORTHEAST OF A CROSSING-WARNING SIGN, 48 FEET NORTHWEST OF THE GE0016'CENTERLINE OF THE TRACK, 44 FEET EAST OF THE CENTERLINE OF THE GE0016'FARM-TO-MARKET ROAD, 20 FEET WEST OF POLE 190/14, 12 FEET GE0016'NORTHWEST OF THE ROW OF POLES, 6.5 FEET WEST OF THE CATTLEGUARD GE0016'FENCE, AND 2 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE. GE0016'A STANDARD DISK, STAMPED 326.833 F 14 1932 AND SET IN THE TOP OF A GE0016'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. GE0016 GE0016 STATION RECOVERY (2002) GE0016 GE0016'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0016'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0018 *********************************************************************** GE0018 DESIGNATION - G 14 GE0018 PID - GE0018 GE0018 STATE/COUNTY- MO/BUTLER GE0018 USGS QUAD - ROMBAUER (1966) GE0018 GE0018 *CURRENT SURVEY CONTROL GE0018 ___________________________________________________________________ GE0018* NAD 83(1986)- 36 46 36. (N) 090 21 33. (W) SCALED GE0018* NAVD 88 - 103.638 (meters) 340.02 (feet) ADJUSTED GE0018 ___________________________________________________________________ GE0018 GEOID HEIGHT- -29.11 (meters) GEOID99 GE0018 DYNAMIC HT - 103.556 (meters) 339.75 (feet) COMP GE0018 MODELED GRAV- 979,843.6 (mgal) NAVD 88 GE0018 GE0018 VERT ORDER - FIRST CLASS II GE0018 GE0018.The horizontal coordinates were scaled from a topographic map and have GE0018.an estimated accuracy of +/- 6 seconds. GE0018 GE0018.The orthometric height was determined by differential leveling GE0018.and adjusted by the National Geodetic Survey in June 1991. GE0018 GE0018.The geoid height was determined by GEOID99. GE0018 GE0018.The dynamic height is computed by dividing the NAVD 88 GE0018.geopotential number by the normal gravity value computed on the GE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0018.degrees latitude (g = 980.6199 gals.). GE0018 GE0018.The modeled gravity was interpolated from observed gravity values. GE0018 GE0018; North East Units Estimated Accuracy GE0018;SPC MO E - 104,680. 262,570. MT (+/- 180 meters Scaled) GE0018 GE0018 SUPERSEDED SURVEY CONTROL GE0018 GE0018 NGVD 29 - 103.650 (m) 340.06 (f) ADJ UNCH 1 2 GE0018 GE0018.Superseded values are not recommended for survey control. GE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0018.See file dsdata.txt to determine how the superseded data were derived. GE0018 GE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA356733(NAD 83) GE0018_MARKER: DB = BENCH MARK DISK GE0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0018_STAMPING: 340.078 G 14 1932 GE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0018+STABILITY: SURFACE MOTION GE0018 GE0018 HISTORY - Date Condition Report By GE0018 HISTORY - 1932 MONUMENTED CGS GE0018 HISTORY - 1934 GOOD NGS GE0018 HISTORY - 20020830 MARK NOT FOUND USACE GE0018 GE0018 STATION DESCRIPTION GE0018 GE0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0018'2.5 MI NE FROM POPLAR BLUFF. GE0018'2.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0018'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 0.4 MILE GE0018'SOUTHWEST OF A ROAD CROSSING, 121 FEET SOUTHWEST OF THE SOUTH GE0018'CORNER OF BRIDGE NO. A 192.4, 100 FEET EAST OF POLE 192/14, IN GE0018'THE SOUTHWEST CORNER OF A PRIVATE-ROAD CROSSING, 6.5 FEET GE0018'SOUTHWEST OF THE SOUTHWEST END OF A GATE IN THE SOUTHEAST GE0018'RIGHT-OF-WAY FENCE, AND 2 FEET FROM THE FENCE. A STANDARD DISK, GE0018'STAMPED 340.078 G 14 1932 AND SET IN THE TOP OF A CONCRETE GE0018'POST PROJECTING 4 INCHES ABOVE GROUND. GE0018 GE0018 STATION RECOVERY (2002) GE0018 GE0018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0018'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0019 *********************************************************************** GE0019 DESIGNATION - H 14 GE0019 PID - GE0019 GE0019 STATE/COUNTY- MO/BUTLER GE0019 USGS QUAD - POPLAR BLUFF (1979) GE0019 GE0019 *CURRENT SURVEY CONTROL GE0019 ___________________________________________________________________ GE0019* NAD 83(1986)- 36 45 37. (N) 090 23 17. (W) SCALED GE0019* NAVD 88 - 103.295 (meters) 338.89 (feet) ADJUSTED GE0019 ___________________________________________________________________ GE0019 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0019 DYNAMIC HT - 103.214 (meters) 338.63 (feet) COMP GE0019 MODELED GRAV- 979,842.9 (mgal) NAVD 88 GE0019 GE0019 VERT ORDER - FIRST CLASS II GE0019 GE0019.The horizontal coordinates were scaled from a topographic map and have GE0019.an estimated accuracy of +/- 6 seconds. GE0019 GE0019.The orthometric height was determined by differential leveling GE0019.and adjusted by the National Geodetic Survey in June 1991. GE0019 GE0019.The geoid height was determined by GEOID99. GE0019 GE0019.The dynamic height is computed by dividing the NAVD 88 GE0019.geopotential number by the normal gravity value computed on the GE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0019.degrees latitude (g = 980.6199 gals.). GE0019 GE0019.The modeled gravity was interpolated from observed gravity values. GE0019 GE0019; North East Units Estimated Accuracy GE0019;SPC MO E - 102,860. 260,000. MT (+/- 180 meters Scaled) GE0019 GE0019 SUPERSEDED SURVEY CONTROL GE0019 GE0019 NGVD 29 - 103.306 (m) 338.93 (f) ADJ UNCH 1 2 GE0019 GE0019.Superseded values are not recommended for survey control. GE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0019.See file dsdata.txt to determine how the superseded data were derived. GE0019 GE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA331714(NAD 83) GE0019_MARKER: DB = BENCH MARK DISK GE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0019_STAMPING: 338.949 H 14 1932 GE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0019+STABILITY: SURFACE MOTION GE0019 GE0019 HISTORY - Date Condition Report By GE0019 HISTORY - 1932 MONUMENTED CGS GE0019 HISTORY - 1934 GOOD NGS GE0019 HISTORY - 20020831 MARK NOT FOUND USACE GE0019 GE0019 STATION DESCRIPTION GE0019 GE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0019'AT POPLAR BLUFF. GE0019'AT POPLAR BLUFF, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0019'RAILWAY, 6 RAILS SOUTHWEST OF THE JUNCTION OF THE MISSOURI GE0019'PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF THE GROUNDS OF THE GE0019'POPLAR BLUFF MUNICIPAL POWER AND LIGHT PLANT, 12 FEET SOUTHEAST GE0019'OF THE CENTERLINE OF THE TRACK, 4.5 FEET SOUTHEAST OF THE SWITCH GE0019'RODS, AND 2 FEET FROM THE OUTSIDE CURVE OF A DRIVE. A STANDARD GE0019'DISK, STAMPED 338.949 H 14 1932 AND SET IN THE TOP OF A CONCRETE GE0019'POST FLUSH WITH THE GROUND. GE0019 GE0019 STATION RECOVERY (2002) GE0019 GE0019'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0019'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0020 *********************************************************************** GE0020 DESIGNATION - J 14 GE0020 PID - GE0020 GE0020 STATE/COUNTY- MO/BUTLER GE0020 USGS QUAD - POPLAR BLUFF (1979) GE0020 GE0020 *CURRENT SURVEY CONTROL GE0020 ___________________________________________________________________ GE0020* NAD 83(1986)- 36 45 23. (N) 090 23 26. (W) SCALED GE0020* NAVD 88 - 104.540 (meters) 342.98 (feet) ADJUSTED GE0020 ___________________________________________________________________ GE0020 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0020 DYNAMIC HT - 104.457 (meters) 342.71 (feet) COMP GE0020 MODELED GRAV- 979,842.7 (mgal) NAVD 88 GE0020 GE0020 VERT ORDER - FIRST CLASS II GE0020 GE0020.The horizontal coordinates were scaled from a topographic map and have GE0020.an estimated accuracy of +/- 6 seconds. GE0020 GE0020.The orthometric height was determined by differential leveling GE0020.and adjusted by the National Geodetic Survey in June 1991. GE0020 GE0020.The geoid height was determined by GEOID99. GE0020 GE0020.The dynamic height is computed by dividing the NAVD 88 GE0020.geopotential number by the normal gravity value computed on the GE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0020.degrees latitude (g = 980.6199 gals.). GE0020 GE0020.The modeled gravity was interpolated from observed gravity values. GE0020 GE0020; North East Units Estimated Accuracy GE0020;SPC MO E - 102,430. 259,770. MT (+/- 180 meters Scaled) GE0020 GE0020 SUPERSEDED SURVEY CONTROL GE0020 GE0020 NGVD 29 - 104.550 (m) 343.01 (f) ADJ UNCH 1 2 GE0020 GE0020.Superseded values are not recommended for survey control. GE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0020.See file dsdata.txt to determine how the superseded data were derived. GE0020 GE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA329710(NAD 83) GE0020_MARKER: DB = BENCH MARK DISK GE0020_SETTING: 66 = SET IN ROCK OUTCROP GE0020_STAMPING: 343.031 J 14 1932 GE0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GE0020+STABILITY: POSITION/ELEVATION WELL GE0020 GE0020 HISTORY - Date Condition Report By GE0020 HISTORY - 1932 MONUMENTED CGS GE0020 HISTORY - 1934 GOOD NGS GE0020 HISTORY - 20020831 MARK NOT FOUND USACE GE0020 GE0020 STATION DESCRIPTION GE0020 GE0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0020'AT POPLAR BLUFF. GE0020'AT POPLAR BLUFF, BULTER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0020'RAILWAY, 60 FEET EAST OF THE OVERHEAD CROSSING OF MAIN STREET GE0020'(RAILWAY BRIDGE NO. 194.6), 4 FEET SOUTH OF THE CENTERLINE OF THE GE0020'TRACK, AT THE FOOT OF THE SOUTH RETAINING WALL, IN A 6-INCH GE0020'ROCK LEDGE, JUST WEST OF THE JUNCTION OF THE STONE AND THE GE0020'CONCRETE, AND 1 FOOT ABOVE THE GROUND. A STANDARD DISK, STAMPED GE0020'343.031 J 14 1932. GE0020 GE0020 STATION RECOVERY (2002) GE0020 GE0020'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0020'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE1208 *********************************************************************** GE1208 DESIGNATION - K 14 RESET GE1208 PID - GE1208 GE1208 STATE/COUNTY- MO/BUTLER GE1208 USGS QUAD - POPLAR BLUFF (1979) GE1208 GE1208 *CURRENT SURVEY CONTROL GE1208 ___________________________________________________________________ GE1208* NAD 83(1986)- 36 45 20. (N) 090 23 37. (W) SCALED GE1208* NAVD 88 - 104.01 (meters) 341.2 (feet) RESET GE1208 ___________________________________________________________________ GE1208 GEOID HEIGHT- -29.12 (meters) GEOID99 GE1208 GE1208 VERT ORDER - THIRD GE1208 GE1208.The horizontal coordinates were scaled from a topographic map and have GE1208.an estimated accuracy of +/- 6 seconds. GE1208 GE1208.The orthometric height was computed from unverified reset data. GE1208.No vertical observational check was made to the station. GE1208 GE1208.The geoid height was determined by GEOID99. GE1208 GE1208; North East Units Estimated Accuracy GE1208;SPC MO E - 102,330. 259,500. MT (+/- 180 meters Scaled) GE1208 GE1208 SUPERSEDED SURVEY CONTROL GE1208 GE1208 NGVD 29 - 104.02 (m) 341.3 (f) RESET 3 GE1208 GE1208.Superseded values are not recommended for survey control. GE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE1208.See file dsdata.txt to determine how the superseded data were derived. GE1208 GE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA326709(NAD 83) GE1208_MARKER: DB = BENCH MARK DISK GE1208_SETTING: 36 = FOUNDATION GE1208_STAMPING: K 14 RESET 1976 GE1208_MARK LOGO: NGS GE1208_MAGNETIC: N = NO MAGNETIC MATERIAL GE1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GE1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE1208+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE1208 GE1208 HISTORY - Date Condition Report By GE1208 HISTORY - 1976 MONUMENTED NGS GE1208 HISTORY - 20020831 GOOD USACE GE1208 GE1208 STATION DESCRIPTION GE1208 GE1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 GE1208'AT POPLAR AND MORAN STREET IN POPLAR BLUFF, IN THE SOUTHEAST CORNER OF GE1208'THE POST OFFICE BUILDING, ON A LEDGE OF THE FOUNDATION. GE1208 GE1208 STATION RECOVERY (2002) GE1208 GE1208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE1208'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0025 *********************************************************************** GE0025 DESIGNATION - M 14 GE0025 PID - GE0025 GE0025 STATE/COUNTY- MO/BUTLER GE0025 USGS QUAD - HARVIELL (1979) GE0025 GE0025 *CURRENT SURVEY CONTROL GE0025 ___________________________________________________________________ GE0025* NAD 83(1986)- 36 44 38. (N) 090 24 18. (W) SCALED GE0025* NAVD 88 - 102.543 (meters) 336.43 (feet) ADJUSTED GE0025 ___________________________________________________________________ GE0025 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0025 DYNAMIC HT - 102.462 (meters) 336.16 (feet) COMP GE0025 MODELED GRAV- 979,841.6 (mgal) NAVD 88 GE0025 GE0025 VERT ORDER - FIRST CLASS II GE0025 GE0025.The horizontal coordinates were scaled from a topographic map and have GE0025.an estimated accuracy of +/- 6 seconds. GE0025 GE0025.The orthometric height was determined by differential leveling GE0025.and adjusted by the National Geodetic Survey in June 1991. GE0025 GE0025.The geoid height was determined by GEOID99. GE0025 GE0025.The dynamic height is computed by dividing the NAVD 88 GE0025.geopotential number by the normal gravity value computed on the GE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0025.degrees latitude (g = 980.6199 gals.). GE0025 GE0025.The modeled gravity was interpolated from observed gravity values. GE0025 GE0025; North East Units Estimated Accuracy GE0025;SPC MO E - 101,040. 258,480. MT (+/- 180 meters Scaled) GE0025 GE0025 SUPERSEDED SURVEY CONTROL GE0025 GE0025 NGVD 29 - 102.552 (m) 336.46 (f) ADJ UNCH 1 2 GE0025 GE0025.Superseded values are not recommended for survey control. GE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0025.See file dsdata.txt to determine how the superseded data were derived. GE0025 GE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA316696(NAD 83) GE0025_MARKER: DB = BENCH MARK DISK GE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0025_STAMPING: 336.476 M 14 1932 GE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0025+STABILITY: SURFACE MOTION GE0025 GE0025 HISTORY - Date Condition Report By GE0025 HISTORY - 1932 MONUMENTED CGS GE0025 HISTORY - 1934 GOOD NGS GE0025 HISTORY - 20020831 MARK NOT FOUND USACE GE0025 GE0025 STATION DESCRIPTION GE0025 GE0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0025'NEAR POPLAR BLUFF. GE0025'AT THE SOUTHWEST EDGE OF POPLAR BLUFF, BUTLER COUNTY, ON THE GE0025'ST. LOUIS-SAN FRANCISCO RAILWAY, 0.2 MILE NORTHWEST OF A GE0025'HIGHWAY BRIDGE OVER THE TRACK, 3 POLES SOUTHWEST OF A ROAD GE0025'CROSSING, 57 FEET WEST OF A SWITCH HEADBLOCK, 85 YARDS SOUTHEAST GE0025'OF THE EUGENE FIELD GRADE SCHOOL, 47 FEET WEST OF THE CENTERLINE GE0025'OF THE TRACK, 30 FEET WEST OF A SIGN ALFREYS, AND 2 FEET EAST OF GE0025'THE WEST RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED 336.476 GE0025'M 14 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 GE0025'INCHES ABOVE GROUND. GE0025 GE0025 STATION RECOVERY (2002) GE0025 GE0025'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0025'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0026 *********************************************************************** GE0026 DESIGNATION - N 14 GE0026 PID - GE0026 GE0026 STATE/COUNTY- MO/BUTLER GE0026 USGS QUAD - HARVIELL (1979) GE0026 GE0026 *CURRENT SURVEY CONTROL GE0026 ___________________________________________________________________ GE0026* NAD 83(1986)- 36 43 21. (N) 090 25 29. (W) SCALED GE0026* NAVD 88 - 99.074 (meters) 325.05 (feet) ADJUSTED GE0026 ___________________________________________________________________ GE0026 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0026 DYNAMIC HT - 98.996 (meters) 324.79 (feet) COMP GE0026 MODELED GRAV- 979,839.3 (mgal) NAVD 88 GE0026 GE0026 VERT ORDER - FIRST CLASS II GE0026 GE0026.The horizontal coordinates were scaled from a topographic map and have GE0026.an estimated accuracy of +/- 6 seconds. GE0026 GE0026.The orthometric height was determined by differential leveling GE0026.and adjusted by the National Geodetic Survey in June 1991. GE0026 GE0026.The geoid height was determined by GEOID99. GE0026 GE0026.The dynamic height is computed by dividing the NAVD 88 GE0026.geopotential number by the normal gravity value computed on the GE0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0026.degrees latitude (g = 980.6199 gals.). GE0026 GE0026.The modeled gravity was interpolated from observed gravity values. GE0026 GE0026; North East Units Estimated Accuracy GE0026;SPC MO E - 98,660. 256,720. MT (+/- 180 meters Scaled) GE0026 GE0026 SUPERSEDED SURVEY CONTROL GE0026 GE0026 NGVD 29 - 99.081 (m) 325.07 (f) ADJ UNCH 1 2 GE0026 GE0026.Superseded values are not recommended for survey control. GE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0026.See file dsdata.txt to determine how the superseded data were derived. GE0026 GE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA299671(NAD 83) GE0026_MARKER: DB = BENCH MARK DISK GE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0026_STAMPING: 325.088 N 14 1932 GE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0026+STABILITY: SURFACE MOTION GE0026 GE0026 HISTORY - Date Condition Report By GE0026 HISTORY - 1932 MONUMENTED CGS GE0026 HISTORY - 1934 GOOD NGS GE0026 HISTORY - 20020831 MARK NOT FOUND USACE GE0026 GE0026 STATION DESCRIPTION GE0026 GE0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0026'2.8 MI SW FROM POPLAR BLUFF. GE0026'2.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0026'FROM THE STATION AT POPLAR BLUFF, BUTLER COUNTY, 15 FEET WEST GE0026'OF POLE 197/25, AT A ROAD CROSSING, 46.5 FEET NORTHWEST OF THE GE0026'CENTERLINE OF THE TRACK, 42 FEET NORTH OF THE CENTERLINE OF THE GE0026'COUNTY ROAD, 38 FEET NORTHEAST OF A 36-INCH OAK TREE, 21 FEET GE0026'NORTH OF A CATTLEGUARD FENCE, AND 2.5 FEET SOUTHEAST OF THE GE0026'NORTHWEST RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED 325.088 GE0026'N 14 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 GE0026'INCHES ABOVE GROUND. GE0026 GE0026 STATION RECOVERY (2002) GE0026 GE0026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0026'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0969 *********************************************************************** GE0969 DESIGNATION - OAK GE0969 PID - GE0969 GE0969 STATE/COUNTY- MO/BUTLER GE0969 USGS QUAD - POPLAR BLUFF (1979) GE0969 GE0969 *CURRENT SURVEY CONTROL GE0969 ___________________________________________________________________ GE0969* NAD 83(1997)- 36 52 24.41166(N) 090 24 17.59249(W) ADJUSTED GE0969* NAVD 88 - 178. (meters) 584. (feet) SCALED GE0969 ___________________________________________________________________ GE0969 LAPLACE CORR- 1.88 (seconds) DEFLEC99 GE0969 GEOID HEIGHT- -29.24 (meters) GEOID99 GE0969 GE0969 HORZ ORDER - THIRD GE0969 GE0969.The horizontal coordinates were established by classical geodetic methods GE0969.and adjusted by the National Geodetic Survey in February 2000. GE0969 GE0969.The orthometric height was scaled from a topographic map. GE0969 GE0969.The Laplace correction was computed from DEFLEC99 derived deflections. GE0969 GE0969.The geoid height was determined by GEOID99. GE0969 GE0969; North East Units Scale Converg. GE0969;SPC MO E - 115,413.415 258,479.631 MT 0.99993422 +0 03 25.5 GE0969;UTM 15 - 4,083,978.157 731,307.409 MT 1.00025918 +1 33 28.4 GE0969 GE0969: Primary Azimuth Mark Grid Az GE0969:SPC MO E - YORK 329 08 48.7 GE0969:UTM 15 - YORK 327 38 45.8 GE0969 GE0969|---------------------------------------------------------------------| GE0969| PID Reference Object Distance Geod. Az | GE0969| dddmmss.s | GE0969| CI4758 OAK RM 1 26.220 METERS 00637 | GE0969| GE0968 OAK LOOKOUT TOWER 9.880 METERS 18259 | GE0969| GE0970 POPLAR BLUFF TV STA KPOB MAST APPROX. 9.1 KM 2072706.2 | GE0969| CI4759 OAK RM 2 25.134 METERS 24955 | GE0969| CI4760 OAK RM 3 26250 | GE0969| GE0977 YORK APPROX. 8.8 KM 3291214.2 | GE0969|---------------------------------------------------------------------| GE0969 GE0969 SUPERSEDED SURVEY CONTROL GE0969 GE0969 NAD 83(1997)- 36 52 24.41569(N) 090 24 17.59370(W) AD( ) 3 GE0969 NAD 83(1997)- 36 52 24.41995(N) 090 24 17.59395(W) AD( ) 3 GE0969 NAD 83(1986)- 36 52 24.42243(N) 090 24 17.59289(W) AD( ) 3 GE0969 NAD 27 - 36 52 24.23150(N) 090 24 17.19500(W) AD( ) 3 GE0969 GE0969.Superseded values are not recommended for survey control. GE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0969.See file dsdata.txt to determine how the superseded data were derived. GE0969 GE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3130783978(NAD 83) GE0969_MARKER: DS = TRIANGULATION STATION DISK GE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0969+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0969 GE0969 HISTORY - Date Condition Report By GE0969 HISTORY - 1963 MONUMENTED CGS GE0969 HISTORY - 1988 GOOD USE GE0969 HISTORY - 20020831 GOOD USACE GE0969 GE0969 STATION DESCRIPTION GE0969 GE0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0969'THE STATION IS ABOUT 18 MILES SOUTH AND 3 MILES EAST OF GE0969'GREENVILLE, ABOUT 8 MILES NORTH OF POPLAR BLUFF, IN THE GE0969'SOUTHWEST 1/4 OF SEC. 27, T. 26 N., R. 6 E., AND ON THE PROPERTY GE0969'OF THE CLARK NATIONAL FOREST. IT IS 41 FEET SOUTH OF THE GE0969'CENTERLINE OF A GRAVELED ROAD, 39 FEET EAST OF A POWER POLE, GE0969'25 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER GE0969'AND 24 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE GE0969'LOOKOUT TOWER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GE0969'OAK 1963. GE0969' GE0969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE GE0969'HIGHWAY 172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO GE0969'EAST ON HIGHWAY 172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY GE0969'ROAD PP. CONTINUE EAST ON HIGHWAY 172 FOR 1.0 MILE TO A GE0969'T-ROAD. TURN RIGHT AND GO SOUTH ON COUNTY ROAD W FOR 3.85 GE0969'MILES TO THE JUNCTION WITH COUNTY ROAD KK. CONTINUE SOUTH GE0969'ON COUNTY ROAD W FOR 1.55 MILES TO A SIDE ROAD RIGHT. TURN GE0969'RIGHT AND GO SOUTHWEST ON FOREST SERVICE ROAD 3104 FOR 0.5 GE0969'MILE TO THE LOOKOUT TOWER AND THE STATION. GE0969' GE0969'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON A GE0969'DRIVEWAY FOR 0.05 MILE TO A GATE AT THE NORTHEAST CORNER GE0969'OF A BARN. PASS THROUGH THE GATE AND GO WEST IN A FIELD GE0969'FOR 0.05 MILE TO A FENCE CORNER. TURN LEFT AND GO SOUTH GE0969'ALONG THE EAST SIDE OF A FENCE FOR 0.05 MILE TO REFERENCE GE0969'MARK 3. GE0969' GE0969'REFERENCE MARK 1 IS 46 FEET NORTH OF THE CENTERLINE OF THE GE0969'GRAVELED ROAD, 27 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE GE0969'AND 11 FEET EAST OF THE CENTERLINE OF A TRACK ROAD. THE GE0969'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED OAK NO GE0969'1 1963. GE0969' GE0969'REFERENCE MARK 2 IS 67 FEET WEST OF THE NORTHWEST LEG OF GE0969'THE LOOKOUT TOWER, 47 FEET SOUTHWEST OF THE POWER POLE AND GE0969'10 FEET SOUTH OF THE CENTERLINE OF A ROCK WALKWAY. THE GE0969'MARK IS A STANDARD DISK STAMPED OAK NO 2 1963 CEMENTED IN GE0969'A DRILLED HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT GE0969'12 INCHES. GE0969' GE0969'REFERENCE MARK 3 IS 6 FEET NORTHEAST OF A 14 INCH OAK TREE, GE0969'2 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A WIRE GE0969'FENCE. THE MARK IS A STANDARD DISK STAMPED OAK NO 3 1963 GE0969'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS GE0969'FLUSH WITH THE GROUND. GE0969' GE0969'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GE0969 GE0969 STATION RECOVERY (1988) GE0969 GE0969'RECOVERY NOTE BY US ENGINEERS 1988 (GG) GE0969'RECOVERED IN GOOD CONDITION. GE0969 GE0969 STATION RECOVERY (2002) GE0969 GE0969'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0969'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0027 *********************************************************************** GE0027 DESIGNATION - P 14 GE0027 PID - GE0027 GE0027 STATE/COUNTY- MO/BUTLER GE0027 USGS QUAD - HARVIELL (1979) GE0027 GE0027 *CURRENT SURVEY CONTROL GE0027 ___________________________________________________________________ GE0027* NAD 83(1986)- 36 41 59. (N) 090 26 48. (W) SCALED GE0027* NAVD 88 - 96.872 (meters) 317.82 (feet) ADJUSTED GE0027 ___________________________________________________________________ GE0027 GEOID HEIGHT- -29.12 (meters) GEOID99 GE0027 DYNAMIC HT - 96.795 (meters) 317.57 (feet) COMP GE0027 MODELED GRAV- 979,836.2 (mgal) NAVD 88 GE0027 GE0027 VERT ORDER - FIRST CLASS II GE0027 GE0027.The horizontal coordinates were scaled from a topographic map and have GE0027.an estimated accuracy of +/- 6 seconds. GE0027 GE0027.The orthometric height was determined by differential leveling GE0027.and adjusted by the National Geodetic Survey in June 1991. GE0027 GE0027.The geoid height was determined by GEOID99. GE0027 GE0027.The dynamic height is computed by dividing the NAVD 88 GE0027.geopotential number by the normal gravity value computed on the GE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0027.degrees latitude (g = 980.6199 gals.). GE0027 GE0027.The modeled gravity was interpolated from observed gravity values. GE0027 GE0027; North East Units Estimated Accuracy GE0027;SPC MO E - 96,130. 254,770. MT (+/- 180 meters Scaled) GE0027 GE0027 SUPERSEDED SURVEY CONTROL GE0027 GE0027 NGVD 29 - 96.876 (m) 317.83 (f) ADJ UNCH 1 2 GE0027 GE0027.Superseded values are not recommended for survey control. GE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0027.See file dsdata.txt to determine how the superseded data were derived. GE0027 GE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA280646(NAD 83) GE0027_MARKER: DB = BENCH MARK DISK GE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0027_STAMPING: 317.854 P 14 1932 GE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0027+STABILITY: SURFACE MOTION GE0027 GE0027 HISTORY - Date Condition Report By GE0027 HISTORY - 1932 MONUMENTED CGS GE0027 HISTORY - 1934 GOOD NGS GE0027 HISTORY - 20020831 MARK NOT FOUND USACE GE0027 GE0027 STATION DESCRIPTION GE0027 GE0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0027'2.5 MI NE FROM HARVIELL. GE0027'2.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0027'FROM THE STATION AT HARVIELL, BUTLER COUNTY, 500 FEET EAST OF A GE0027'SMALL ONE-STORY FARMHOUSE WHICH IS 1/4 MILE EAST OF THE COUNTY GE0027'ROAD, 50 FEET SOUTHWEST OF POLE 199/24, AND 46.5 FEET NORTHWEST GE0027'OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD DISK, STAMPED GE0027'317.854 P 14 1932 AND SET IN THE TOP OF A CONCRETE POST GE0027'PROJECTING 5 INCHES ABOVE GROUND. GE0027 GE0027 STATION RECOVERY (2002) GE0027 GE0027'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0027'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0956 *********************************************************************** GE0956 DESIGNATION - PIKE GE0956 PID - GE0956 GE0956 STATE/COUNTY- MO/BUTLER GE0956 USGS QUAD - HARVIELL (1979) GE0956 GE0956 *CURRENT SURVEY CONTROL GE0956 ___________________________________________________________________ GE0956* NAD 83(1997)- 36 38 53.39166(N) 090 25 10.74460(W) ADJUSTED GE0956* NAVD 88 - 96. (meters) 315. (feet) SCALED GE0956 ___________________________________________________________________ GE0956 LAPLACE CORR- 1.60 (seconds) DEFLEC99 GE0956 GEOID HEIGHT- -29.04 (meters) GEOID99 GE0956 GE0956 HORZ ORDER - SECOND GE0956 GE0956.The horizontal coordinates were established by classical geodetic methods GE0956.and adjusted by the National Geodetic Survey in February 2000. GE0956 GE0956.The orthometric height was scaled from a topographic map. GE0956 GE0956.The Laplace correction was computed from DEFLEC99 derived deflections. GE0956 GE0956.The geoid height was determined by GEOID99. GE0956 GE0956; North East Units Scale Converg. GE0956;SPC MO E - 90,413.461 257,184.313 MT 0.99993397 +0 02 52.7 GE0956;UTM 15 - 4,058,944.806 730,665.385 MT 1.00025556 +1 32 27.2 GE0956 GE0956: Primary Azimuth Mark Grid Az GE0956:SPC MO E - PIKE AZ MK 354 40 11.0 GE0956:UTM 15 - PIKE AZ MK 353 10 36.5 GE0956 GE0956|---------------------------------------------------------------------| GE0956| PID Reference Object Distance Geod. Az | GE0956| dddmmss.s | GE0956| CI5271 PIKE RM 1 22.346 METERS 12515 | GE0956| CI5272 PIKE RM 2 31.553 METERS 23955 | GE0956| CI5270 PIKE AZ MK 3544303.7 | GE0956|---------------------------------------------------------------------| GE0956 GE0956 SUPERSEDED SURVEY CONTROL GE0956 GE0956 NAD 83(1997)- 36 38 53.39395(N) 090 25 10.74504(W) AD( ) 2 GE0956 NAD 83(1997)- 36 38 53.39668(N) 090 25 10.74535(W) AD( ) 2 GE0956 NAD 83(1986)- 36 38 53.40042(N) 090 25 10.74457(W) AD( ) 2 GE0956 NAD 27 - 36 38 53.20270(N) 090 25 10.35160(W) AD( ) 2 GE0956 GE0956.Superseded values are not recommended for survey control. GE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0956.See file dsdata.txt to determine how the superseded data were derived. GE0956 GE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3066558945(NAD 83) GE0956_MARKER: DS = TRIANGULATION STATION DISK GE0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0956 GE0956 HISTORY - Date Condition Report By GE0956 HISTORY - 1957 MONUMENTED CGS GE0956 HISTORY - 20020831 MARK NOT FOUND USACE GE0956 GE0956 STATION DESCRIPTION GE0956 GE0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR) GE0956'THE STATION IS 8 MILES NORTHEAST OF NEELYVILLE, 7 MILES SOUTH GE0956'OF POPLAR BLUFF AND IN THE NORTH-CENTRAL EDGE OF THE PIKE SLOUGH GE0956'SCHOOL GROUNDS. IT IS NEAR THE CENTER OF THE NORTH EDGE OF GE0956'SECTION 16, T 23 N, R 6 E. GE0956' GE0956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 GE0956'AND 142 AT THE SOUTH EDGE OF POPLAR BLUFF, GO SOUTH ON HIGHWAY 142 GE0956'FOR 5.5 MILES TO STATE ROAD 158 LEADING TO THE RIGHT, CONTINUE GE0956'SOUTH ON THE HIGHWAY FOR 0.25 MILE TO A SIDE ROAD, THE SCHOOLHOUSE GE0956'AND THE STATION ON THE LEFT. GE0956' GE0956'ALL MARKS ARE STANDARD DISKS, SET IN THE TOPS OF 10-INCH SQUARE GE0956'CONCRETE POSTS. GE0956' GE0956'THE STATION MARKS ARE STAMPED PIKE 1957. THE SURFACE GE0956'MARK PROJECTS 2 INCHES. IT IS 166 FEET NORTH OF THE GE0956'NORTHWEST CORNER OF THE SCHOOLHOUSE, 127 FEET EAST OF THE GE0956'CENTER OF THE HIGHWAY AND 51 FEET SOUTH OF THE CENTER OF THE GE0956'SIDE ROAD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS GE0956'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE. GE0956' GE0956'REFERENCE MARK 1 IS STAMPED PIKE NO 1 1957 AND THE MARK GE0956'PROJECTS 1 INCH. IT IS 122 FEET NORTHEAST OF THE NORTHWEST GE0956'CORNER OF THE SCHOOLHOUSE AND 91 FEET SOUTH OF THE CENTER OF GE0956'THE SIDE ROAD. GE0956' GE0956'REFERENCE MARK 2 IS STAMPED PIKE NO 2 1957 AND THE MARK GE0956'PROJECTS 1 INCH. IT IS 101 FEET NORTH OF A POWERLINE POLE AND GE0956'39 FEET EAST OF THE CENTER OF THE HIGHWAY. GE0956' GE0956'THE AZIMUTH MARK IS STAMPED PIKE 1957 AND THE MARK PROJECTS GE0956'2 INCHES. IT IS 44 FEET SOUTH OF THE ALIGNMENT OF THE SOUTH GE0956'WALL OF THE FARM HOME, 34 FEET WEST OF THE CENTER OF THE GE0956'HIGHWAY, 28 FEET SOUTH OF A FENCE CORNER, 7 FEET SOUTH OF A GE0956'POWERLINE POLE AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE. A GE0956'WHITE POST WAS SET 1-1/2 FEET NORTHWEST OF THE MARK. GE0956' GE0956'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE0956 GE0956 STATION RECOVERY (2002) GE0956 GE0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0956'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0028 *********************************************************************** GE0028 DESIGNATION - Q 14 GE0028 PID - GE0028 GE0028 STATE/COUNTY- MO/BUTLER GE0028 USGS QUAD - HARVIELL (1979) GE0028 GE0028 *CURRENT SURVEY CONTROL GE0028 ___________________________________________________________________ GE0028* NAD 83(1986)- 36 39 58. (N) 090 28 22. (W) SCALED GE0028* NAVD 88 - 96.829 (meters) 317.68 (feet) ADJUSTED GE0028 ___________________________________________________________________ GE0028 GEOID HEIGHT- -29.11 (meters) GEOID99 GE0028 DYNAMIC HT - 96.752 (meters) 317.43 (feet) COMP GE0028 MODELED GRAV- 979,831.4 (mgal) NAVD 88 GE0028 GE0028 VERT ORDER - FIRST CLASS II GE0028 GE0028.The horizontal coordinates were scaled from a topographic map and have GE0028.an estimated accuracy of +/- 6 seconds. GE0028 GE0028.The orthometric height was determined by differential leveling GE0028.and adjusted by the National Geodetic Survey in June 1991. GE0028 GE0028.The geoid height was determined by GEOID99. GE0028 GE0028.The dynamic height is computed by dividing the NAVD 88 GE0028.geopotential number by the normal gravity value computed on the GE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0028.degrees latitude (g = 980.6199 gals.). GE0028 GE0028.The modeled gravity was interpolated from observed gravity values. GE0028 GE0028; North East Units Estimated Accuracy GE0028;SPC MO E - 92,400. 252,430. MT (+/- 180 meters Scaled) GE0028 GE0028 SUPERSEDED SURVEY CONTROL GE0028 GE0028 NGVD 29 - 96.829 (m) 317.68 (f) ADJ UNCH 1 2 GE0028 GE0028.Superseded values are not recommended for survey control. GE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0028.See file dsdata.txt to determine how the superseded data were derived. GE0028 GE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA258608(NAD 83) GE0028_MARKER: DB = BENCH MARK DISK GE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0028_STAMPING: 317.696 Q 14 1932 GE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0028+STABILITY: SURFACE MOTION GE0028 GE0028 HISTORY - Date Condition Report By GE0028 HISTORY - 1932 MONUMENTED CGS GE0028 HISTORY - 1934 GOOD NGS GE0028 HISTORY - 20020831 MARK NOT FOUND USACE GE0028 GE0028 STATION DESCRIPTION GE0028 GE0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0028'AT HARVIELL. GE0028'AT HARVIELL, BUTLER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0028'RAILWAY, 8 RAILS NORTH OF THE STATION, 6 RAILS SOUTH OF THE GE0028'NORTH SWITCH HEADBLOCK, BETWEEN POLES 202/16 AND 202/17, AND 30 GE0028'FEET EAST OF THE MAIN TRACK. A STANDARD DISK, STAMPED 317.696 Q GE0028'14 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES GE0028'ABOVE GROUND. GE0028 GE0028 STATION RECOVERY (2002) GE0028 GE0028'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0028'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0952 *********************************************************************** GE0952 DESIGNATION - QULIN GE0952 PID - GE0952 GE0952 STATE/COUNTY- MO/BUTLER GE0952 USGS QUAD - OGLESVILLE (1964) GE0952 GE0952 *CURRENT SURVEY CONTROL GE0952 ___________________________________________________________________ GE0952* NAD 83(1997)- 36 35 44.66602(N) 090 15 19.93810(W) ADJUSTED GE0952* NAVD 88 - 97. (meters) 318. (feet) SCALED GE0952 ___________________________________________________________________ GE0952 LAPLACE CORR- 1.50 (seconds) DEFLEC99 GE0952 GEOID HEIGHT- -28.83 (meters) GEOID99 GE0952 GE0952 HORZ ORDER - FIRST GE0952 GE0952.The horizontal coordinates were established by classical geodetic methods GE0952.and adjusted by the National Geodetic Survey in February 2000. GE0952 GE0952.The orthometric height was scaled from a topographic map. GE0952 GE0952.The Laplace correction was computed from DEFLEC99 derived deflections. GE0952 GE0952.The geoid height was determined by GEOID99. GE0952 GE0952; North East Units Scale Converg. GE0952;SPC MO E - 84,621.163 271,873.155 MT 0.99993923 +0 08 44.7 GE0952;UTM 15 - 4,053,534.991 745,505.448 MT 1.00034264 +1 38 13.1 GE0952 GE0952: Primary Azimuth Mark Grid Az GE0952:SPC MO E - QULIN AZ MK 273 20 33.7 GE0952:UTM 15 - QULIN AZ MK 271 51 05.3 GE0952 GE0952|---------------------------------------------------------------------| GE0952| PID Reference Object Distance Geod. Az | GE0952| dddmmss.s | GE0952| CI5334 QULIN RM 1 23.619 METERS 06958 | GE0952| CI5333 QULIN AZ MK 2732918.4 | GE0952| CI5335 QULIN RM 2 52.980 METERS 30207 | GE0952|---------------------------------------------------------------------| GE0952 GE0952 SUPERSEDED SURVEY CONTROL GE0952 GE0952 NAD 83(1997)- 36 35 44.66822(N) 090 15 19.93934(W) AD( ) 1 GE0952 NAD 83(1997)- 36 35 44.67110(N) 090 15 19.93885(W) AD( ) 1 GE0952 NAD 83(1986)- 36 35 44.67455(N) 090 15 19.93824(W) AD( ) 1 GE0952 NAD 27 - 36 35 44.47040(N) 090 15 19.56670(W) AD( ) 1 GE0952 GE0952.Superseded values are not recommended for survey control. GE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0952.See file dsdata.txt to determine how the superseded data were derived. GE0952 GE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4550553535(NAD 83) GE0952_MARKER: DS = TRIANGULATION STATION DISK GE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0952 GE0952 HISTORY - Date Condition Report By GE0952 HISTORY - 1954 MONUMENTED CGS GE0952 HISTORY - 1957 GOOD CGS GE0952 HISTORY - 20020831 MARK NOT FOUND USACE GE0952 GE0952 STATION DESCRIPTION GE0952 GE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0952'THE STATION IS LOCATED 0.2 MILE WEST OF THE BUSINESS DISTRICT OF GE0952'QULIN IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE GE0952'HIGHWAYS 53 AND 51 AND COUNTY ROUTES Y AND N, 119 FEET WEST GE0952'OF THE CENTER OF STATE HIGHWAYS 53 AND 51, 70 FEET SOUTH OF THE GE0952'CENTER OF COUNTY ROUTE N AND 40 FEET NORTHWEST OF A SMALL GE0952'CONCRETE BUILDING. IT IS STAMPED QULIN 1954 AND IS 18 INCHES GE0952'BELOW THE GROUND SURFACE. GE0952' GE0952'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST ANGLE OF THE GE0952'INTERSECTION, 49 FEET SOUTH OF THE CENTER OF COUNTY ROUTE GE0952'N AND 42 FEET WEST OF THE CENTER OF STATE HIGHWAYS 53 AND 51. GE0952'IT IS STAMPED QULIN NO 1 1954 AND IS FLUSH WITH THE GROUND GE0952'SURFACE. GE0952' GE0952'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET GE0952'NORTH OF THE CENTER OF COUNTY ROUTE N AND 1 FOOT EAST OF A GE0952'POWER LINE POLE. IT IS STAMPED QULIN NO 2 1954 AND IS FLUSH GE0952'WITH THE GROUND SURFACE. GE0952' GE0952'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 28 FEET NORTH OF GE0952'THE CENTER OF COUNTY ROUTE N, 1 FOOT SOUTH OF AN EAST-WEST GE0952'FENCE LINE AND 1 FOOT EAST OF A WITNESS POST. IT IS STAMPED GE0952'QULIN 1954 AND PROJECTS 4 INCHES. GE0952' GE0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY GE0952'ROUTE N FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED. GE0952' GE0952'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GE0952 GE0952 STATION RECOVERY (1957) GE0952 GE0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR) GE0952'STATION AND MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED. ALL GE0952'MARKS WERE FOUND TO BE IN GOOD CONDITION. DISTANCES WERE GE0952'MEASURED AND CHECKED, AND DIRECTIONS WERE ALSO CHECKED. THE GE0952'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE. GE0952 GE0952 STATION RECOVERY (2002) GE0952 GE0952'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0952'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0040 *********************************************************************** GE0040 DESIGNATION - Z 25 GE0040 PID - GE0040 GE0040 STATE/COUNTY- MO/BUTLER GE0040 USGS QUAD - ROMBAUER (1966) GE0040 GE0040 *CURRENT SURVEY CONTROL GE0040 ___________________________________________________________________ GE0040* NAD 83(1986)- 36 45 51. (N) 090 18 34. (W) SCALED GE0040* NAVD 88 - 97.964 (meters) 321.40 (feet) ADJUSTED GE0040 ___________________________________________________________________ GE0040 GEOID HEIGHT- -29.03 (meters) GEOID99 GE0040 DYNAMIC HT - 97.887 (meters) 321.15 (feet) COMP GE0040 MODELED GRAV- 979,842.5 (mgal) NAVD 88 GE0040 GE0040 VERT ORDER - SECOND CLASS 0 GE0040 GE0040.The horizontal coordinates were scaled from a topographic map and have GE0040.an estimated accuracy of +/- 6 seconds. GE0040 GE0040.The orthometric height was determined by differential leveling GE0040.and adjusted by the National Geodetic Survey in June 1991. GE0040 GE0040.The geoid height was determined by GEOID99. GE0040 GE0040.The dynamic height is computed by dividing the NAVD 88 GE0040.geopotential number by the normal gravity value computed on the GE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0040.degrees latitude (g = 980.6199 gals.). GE0040 GE0040.The modeled gravity was interpolated from observed gravity values. GE0040 GE0040; North East Units Estimated Accuracy GE0040;SPC MO E - 103,300. 267,010. MT (+/- 180 meters Scaled) GE0040 GE0040 SUPERSEDED SURVEY CONTROL GE0040 GE0040 NGVD 29 - 97.980 (m) 321.46 (f) ADJ UNCH 2 0 GE0040 GE0040.Superseded values are not recommended for survey control. GE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0040.See file dsdata.txt to determine how the superseded data were derived. GE0040 GE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA401720(NAD 83) GE0040_MARKER: DB = BENCH MARK DISK GE0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0040_STAMPING: Z 25 1933 GE0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0040+STABILITY: SURFACE MOTION GE0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0040+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002 GE0040 GE0040 HISTORY - Date Condition Report By GE0040 HISTORY - 1933 MONUMENTED CGS GE0040 HISTORY - 20020830 GOOD USACE GE0040 GE0040 STATION DESCRIPTION GE0040 GE0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 GE0040'5.2 MI W FROM FISK. GE0040'5-1/2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FISK, GE0040'BUTLER COUNTY, 134 YARDS WEST OF A SIGN READING THAT JUNEMAN GE0040'SWITCH IS 1 MILE EAST OF IT, 32 YARDS WEST OF POLE 170-25, AT THE GE0040'FIRST CURVE IN U.S. HIGHWAY 60 WEST OF ASH HILL, 58 FEET SOUTH GE0040'OF THE CENTERLINE OF THE HIGHWAY, 52 FEET NORTH OF THE CENTERLINE GE0040'OF THE TRACK, AND 21 FEET EAST OF A 24-INCH RED OAK TREE. A GE0040'STANDARD DISK, STAMPED Z 25 1933 AND SET IN THE TOP OF A CONCRETE GE0040'POST. GE0040 GE0040 STATION RECOVERY (2002) GE0040 GE0040'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0040'RECOVERED IN GOOD CONDITION.