1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0058 *********************************************************************** GE0058 DESIGNATION - 404 GE0058 PID - GE0058 GE0058 STATE/COUNTY- MO/WAYNE GE0058 USGS QUAD - HENDRICKSON (1976) GE0058 GE0058 *CURRENT SURVEY CONTROL GE0058 ___________________________________________________________________ GE0058* NAD 83(1986)- 36 59 38. (N) 090 28 13. (W) SCALED GE0058* NAVD 88 - 122.952 (meters) 403.38 (feet) ADJUSTED GE0058 ___________________________________________________________________ GE0058 GEOID HEIGHT- -29.40 (meters) GEOID99 GE0058 DYNAMIC HT - 122.855 (meters) 403.07 (feet) COMP GE0058 MODELED GRAV- 979,845.5 (mgal) NAVD 88 GE0058 GE0058 VERT ORDER - SECOND CLASS 0 GE0058 GE0058.The horizontal coordinates were scaled from a topographic map and have GE0058.an estimated accuracy of +/- 6 seconds. GE0058 GE0058.The orthometric height was determined by differential leveling GE0058.and adjusted by the National Geodetic Survey in June 1991. GE0058 GE0058.The geoid height was determined by GEOID99. GE0058 GE0058.The dynamic height is computed by dividing the NAVD 88 GE0058.geopotential number by the normal gravity value computed on the GE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0058.degrees latitude (g = 980.6199 gals.). GE0058 GE0058.The modeled gravity was interpolated from observed gravity values. GE0058 GE0058; North East Units Estimated Accuracy GE0058;SPC MO E - 128,780. 252,650. MT (+/- 180 meters Scaled) GE0058 GE0058 SUPERSEDED SURVEY CONTROL GE0058 GE0058 NGVD 29 - 122.991 (m) 403.51 (f) ADJ UNCH 2 0 GE0058 GE0058.Superseded values are not recommended for survey control. GE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0058.See file dsdata.txt to determine how the superseded data were derived. GE0058 GE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA251971(NAD 83) GE0058_MARKER: P = PIPE CAP GE0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0058_STAMPING: MO 404 GE0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0058+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 GE0058 GE0058 HISTORY - Date Condition Report By GE0058 HISTORY - UNK MONUMENTED USGS GE0058 HISTORY - 1934 GOOD NGS GE0058 HISTORY - 20020904 GOOD USACE GE0058 GE0058 STATION DESCRIPTION GE0058 GE0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0058'1.2 MI W FROM TASKEE. GE0058'1.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM GE0058'TASKEE, WAYNE COUNTY, AT COOL SPRINGS, 242 FEET SOUTH OF THE GE0058'CENTERLINE OF THE TRACK, 150 FEET NORTH OF A CREEK, 18 FEET WEST GE0058'OF A PUBLIC ROAD, AND 2 FEET EAST OF A FENCE. A UNITED STATES GE0058'GEOLOGICAL SURVEY STANDARD CAP, STAMPED MO. 404 AND RIVETED ON GE0058'THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE-- THE ST. LOUIS-SAN GE0058'FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY 1945. GE0058 GE0058 STATION RECOVERY (2002) GE0058 GE0058'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0058'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0144 *********************************************************************** HC0144 DESIGNATION - 481.69 HC0144 PID - HC0144 HC0144 STATE/COUNTY- MO/WAYNE HC0144 USGS QUAD - GREENVILLE SW (1966) HC0144 HC0144 *CURRENT SURVEY CONTROL HC0144 ___________________________________________________________________ HC0144* NAD 83(1986)- 37 01 02. (N) 090 27 34. (W) SCALED HC0144* NAVD 88 - 147.968 (meters) 485.46 (feet) ADJUSTED HC0144 ___________________________________________________________________ HC0144 GEOID HEIGHT- -29.39 (meters) GEOID99 HC0144 DYNAMIC HT - 147.851 (meters) 485.07 (feet) COMP HC0144 MODELED GRAV- 979,835.8 (mgal) NAVD 88 HC0144 HC0144 VERT ORDER - SECOND CLASS 0 HC0144 HC0144.The horizontal coordinates were scaled from a topographic map and have HC0144.an estimated accuracy of +/- 6 seconds. HC0144 HC0144.The orthometric height was determined by differential leveling HC0144.and adjusted by the National Geodetic Survey in June 1991. HC0144 HC0144.The geoid height was determined by GEOID99. HC0144 HC0144.The dynamic height is computed by dividing the NAVD 88 HC0144.geopotential number by the normal gravity value computed on the HC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0144.degrees latitude (g = 980.6199 gals.). HC0144 HC0144.The modeled gravity was interpolated from observed gravity values. HC0144 HC0144; North East Units Estimated Accuracy HC0144;SPC MO E - 131,370. 253,610. MT (+/- 180 meters Scaled) HC0144 HC0144 SUPERSEDED SURVEY CONTROL HC0144 HC0144 NGVD 29 - 148.010 (m) 485.60 (f) ADJ UNCH 2 0 HC0144 HC0144.Superseded values are not recommended for survey control. HC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0144.See file dsdata.txt to determine how the superseded data were derived. HC0144 HC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA260998(NAD 83) HC0144_MARKER: N = NAIL HC0144_SETTING: 30 = OAK TREE HC0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HC0144 HC0144 HISTORY - Date Condition Report By HC0144 HISTORY - UNK MONUMENTED USGS HC0144 HISTORY - 1934 GOOD NGS HC0144 HISTORY - 20020904 MARK NOT FOUND USACE HC0144 HC0144 STATION DESCRIPTION HC0144 HC0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 HC0144'1.9 MI N FROM TASKEE STATION. HC0144'1.9 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF HC0144'TASKEE STATION, WAYNE COUNTY, 45 FEET EAST OF A FORK IN THE HC0144'OLD HIGHWAY, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST HC0144'FORK, AND IN A ROOT ON THE NORTHWEST SIDE OF A 12-INCH OAK TREE. HC0144'A GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER. HC0144 HC0144 STATION RECOVERY (2002) HC0144 HC0144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0144'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0267 *********************************************************************** HC0267 DESIGNATION - 664.74 HC0267 PID - HC0267 HC0267 STATE/COUNTY- MO/WAYNE HC0267 USGS QUAD - GREENVILLE SW (1966) HC0267 HC0267 *CURRENT SURVEY CONTROL HC0267 ___________________________________________________________________ HC0267* NAD 83(1986)- 37 03 03. (N) 090 28 50. (W) SCALED HC0267* NAVD 88 - 202.437 (meters) 664.16 (feet) ADJUSTED HC0267 ___________________________________________________________________ HC0267 GEOID HEIGHT- -29.42 (meters) GEOID99 HC0267 DYNAMIC HT - 202.277 (meters) 663.64 (feet) COMP HC0267 MODELED GRAV- 979,836.4 (mgal) NAVD 88 HC0267 HC0267 VERT ORDER - SECOND CLASS 0 HC0267 HC0267.The horizontal coordinates were scaled from a topographic map and have HC0267.an estimated accuracy of +/- 6 seconds. HC0267 HC0267.The orthometric height was determined by differential leveling HC0267.and adjusted by the National Geodetic Survey in June 1991. HC0267 HC0267.The geoid height was determined by GEOID99. HC0267 HC0267.The dynamic height is computed by dividing the NAVD 88 HC0267.geopotential number by the normal gravity value computed on the HC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0267.degrees latitude (g = 980.6199 gals.). HC0267 HC0267.The modeled gravity was interpolated from observed gravity values. HC0267 HC0267; North East Units Estimated Accuracy HC0267;SPC MO E - 135,090. 251,730. MT (+/- 180 meters Scaled) HC0267 HC0267 SUPERSEDED SURVEY CONTROL HC0267 HC0267 NGVD 29 - 202.482 (m) 664.31 (f) ADJ UNCH 2 0 HC0267 HC0267.Superseded values are not recommended for survey control. HC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0267.See file dsdata.txt to determine how the superseded data were derived. HC0267 HC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB240034(NAD 83) HC0267_MARKER: N = NAIL HC0267_SETTING: 30 = WHITE OAK TREE HC0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HC0267 HC0267 HISTORY - Date Condition Report By HC0267 HISTORY - UNK MONUMENTED USGS HC0267 HISTORY - 1934 GOOD NGS HC0267 HISTORY - 20020904 MARK NOT FOUND USACE HC0267 HC0267 STATION DESCRIPTION HC0267 HC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 HC0267'4.8 MI N FROM TASKEE STATION. HC0267'4.8 MILES NORTH ALONG OLD U.S. HIGHWAY 67 FROM THE VILLAGE OF HC0267'TASKEE STATION, WAYNE COUNTY, 50 FEET SOUTHWEST OF A FORK IN THE HC0267'ROAD, 34 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND IN HC0267'THE ROOT OF A TWIN WHITE OAK TREE. A GEOLOGICAL SURVEY STANDARD HC0267'COPPER NAIL AND WASHER. HC0267 HC0267 STATION RECOVERY (2002) HC0267 HC0267'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0267'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0970 *********************************************************************** HC0970 DESIGNATION - BLACK HC0970 PID - HC0970 HC0970 STATE/COUNTY- MO/WAYNE HC0970 USGS QUAD - GREENVILLE SW (1966) HC0970 HC0970 *CURRENT SURVEY CONTROL HC0970 ___________________________________________________________________ HC0970* NAD 83(1997)- 37 03 06.19621(N) 090 28 50.82163(W) ADJUSTED HC0970* NAVD 88 - 205. (meters) 673. (feet) SCALED HC0970 ___________________________________________________________________ HC0970 LAPLACE CORR- 1.82 (seconds) DEFLEC99 HC0970 GEOID HEIGHT- -29.42 (meters) GEOID99 HC0970 HC0970 HORZ ORDER - THIRD HC0970 HC0970.The horizontal coordinates were established by classical geodetic methods HC0970.and adjusted by the National Geodetic Survey in February 2000. HC0970 HC0970.The orthometric height was scaled from a topographic map. HC0970 HC0970.The Laplace correction was computed from DEFLEC99 derived deflections. HC0970 HC0970.The geoid height was determined by GEOID99. HC0970 HC0970; North East Units Scale Converg. HC0970;SPC MO E - 135,192.292 251,709.194 MT 0.99993337 +0 00 41.7 HC0970;UTM 15 - 4,103,578.506 724,017.988 MT 1.00021826 +1 31 06.8 HC0970 HC0970: Primary Azimuth Mark Grid Az HC0970:SPC MO E - LOST 074 09 03.3 HC0970:UTM 15 - LOST 072 38 38.2 HC0970 HC0970|---------------------------------------------------------------------| HC0970| PID Reference Object Distance Geod. Az | HC0970| dddmmss.s | HC0970| CI3017 BLACK RM 1 25.211 METERS 00839 | HC0970| HC0968 LOST APPROX. 9.2 KM 0740945.0 | HC0970| CI3018 BLACK RM 2 19.196 METERS 11801 | HC0970| CI3019 BLACK RM 3 1621746.2 | HC0970|---------------------------------------------------------------------| HC0970 HC0970 SUPERSEDED SURVEY CONTROL HC0970 HC0970 NAD 83(1997)- 37 03 06.20207(N) 090 28 50.82279(W) AD( ) 3 HC0970 NAD 83(1986)- 37 03 06.20766(N) 090 28 50.82186(W) AD( ) 3 HC0970 NAD 27 - 37 03 06.02290(N) 090 28 50.40840(W) AD( ) 3 HC0970 HC0970.Superseded values are not recommended for survey control. HC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0970.See file dsdata.txt to determine how the superseded data were derived. HC0970 HC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB2401803579(NAD 83) HC0970_MARKER: DS = TRIANGULATION STATION DISK HC0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HC0970+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 HC0970 HC0970 HISTORY - Date Condition Report By HC0970 HISTORY - 1963 MONUMENTED CGS HC0970 HISTORY - 20020904 GOOD USACE HC0970 HC0970 STATION DESCRIPTION HC0970 HC0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) HC0970'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF GREENVILLE, HC0970'7 MILES NORTHEAST OF WILLIAMSVILLE, IN THE SOUTHWEST 1/4 OF HC0970'SECTION 35, T 26 N, R 5 E. AND ON THE HIGHWAY RIGHT-OF-WAY. HC0970'IT IS 5 FEET WEST OF A WITNESS POST, 22 FEET SOUTH OF AN 8 HC0970'INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS SOUTH SIDE, HC0970'102 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 143 HC0970'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT HC0970'PROJECTS 1 INCH AND THE DISK IS STAMPED BLACK 1963. HC0970' HC0970'TO REACH FROM THE CAUTION LIGHT IN GREENVILLE, GO SOUTHERLY HC0970'ON U.S. HIGHWAY 67 FOR 4.45 MILES TO A SIDE ROAD RIGHT (COUNTY HC0970'ROAD A). CONTINUE SOUTH ON HIGHWAY 67 FOR 2.05 MILES TO THE HC0970'STATION ON A HIGH ROAD BANK ON THE LEFT JUST BEFORE REACHING HC0970'A CROSSROAD. HC0970' HC0970'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON HC0970'U.S. HIGHWAY 67 FOR 0.1 MILE TO THE MARK ON THE RIGHT ON HC0970'THE HIGHWAY RIGHT-OF-WAY. HC0970' HC0970'REFERENCE MARK 1 IS 12 FEET NORTH OF A 14 INCH PINE TREE HC0970'AND 16 FEET SOUTH OF A 12 INCH PINE TREE. THE MONUMENT HC0970'PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK NO 1 1963. HC0970' HC0970'REFERENCE MARK 2 IS 4 FEET NORTH OF A 12 INCH OAK TREE, 59 HC0970'FEET EAST OF A CUTBANK AND 67 FEET NORTH OF THE CENTERLINE HC0970'OF A GRAVELED ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE HC0970'DISK IS STAMPED BLACK NO 2 1963. HC0970' HC0970'REFERENCE MARK 3 IS 2 FEET EAST OF A WITNESS POST, 50 FEET HC0970'WEST OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 250 FEET SOUTHWEST HC0970'OF THE INTERSECTION OF U.S. HIGHWAY 67 AND COUNTY ROAD HH. HC0970'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK HC0970'NO 3 1963. HC0970' HC0970'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. HC0970 HC0970 STATION RECOVERY (2002) HC0970 HC0970'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0970'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0976 *********************************************************************** GE0976 DESIGNATION - FLATWOOD GE0976 PID - GE0976 GE0976 STATE/COUNTY- MO/WAYNE GE0976 USGS QUAD - HENDRICKSON (1976) GE0976 GE0976 *CURRENT SURVEY CONTROL GE0976 ___________________________________________________________________ GE0976* NAD 83(1997)- 36 56 55.15579(N) 090 24 20.38484(W) ADJUSTED GE0976* NAVD 88 - 193. (meters) 633. (feet) SCALED GE0976 ___________________________________________________________________ GE0976 LAPLACE CORR- 2.08 (seconds) DEFLEC99 GE0976 GEOID HEIGHT- -29.30 (meters) GEOID99 GE0976 GE0976 HORZ ORDER - SECOND GE0976 GE0976.The horizontal coordinates were established by classical geodetic methods GE0976.and adjusted by the National Geodetic Survey in February 2000. GE0976 GE0976.The orthometric height was scaled from a topographic map. GE0976 GE0976.The Laplace correction was computed from DEFLEC99 derived deflections. GE0976 GE0976.The geoid height was determined by GEOID99. GE0976 GE0976; North East Units Scale Converg. GE0976;SPC MO E - 123,758.930 258,402.226 MT 0.99993420 +0 03 24.1 GE0976;UTM 15 - 4,092,321.479 731,011.166 MT 1.00025748 +1 33 36.5 GE0976 GE0976: Primary Azimuth Mark Grid Az GE0976:SPC MO E - MISSOURI 121 25 19.3 GE0976:UTM 15 - MISSOURI 119 55 06.9 GE0976 GE0976|---------------------------------------------------------------------| GE0976| PID Reference Object Distance Geod. Az | GE0976| dddmmss.s | GE0976| CI4461 FLATWOOD RM 1 21.321 METERS 05143 | GE0976| GE0958 MISSOURI APPROX. 8.9 KM 1212843.4 | GE0976| CI4463 FLATWOOD RM 3 13503 | GE0976| CI4462 FLATWOOD RM 2 25.554 METERS 17732 | GE0976| GE0975 FLATWOODS LOOKOUT TOWER 21.210 METERS 28217 | GE0976|---------------------------------------------------------------------| GE0976 GE0976 SUPERSEDED SURVEY CONTROL GE0976 GE0976 NAD 83(1997)- 36 56 55.16046(N) 090 24 20.38581(W) AD( ) 2 GE0976 NAD 83(1997)- 36 56 55.16613(N) 090 24 20.38584(W) AD( ) 2 GE0976 NAD 83(1986)- 36 56 55.16700(N) 090 24 20.38504(W) AD( ) 2 GE0976 NAD 27 - 36 56 54.97860(N) 090 24 19.98560(W) AD( ) 2 GE0976 GE0976.Superseded values are not recommended for survey control. GE0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0976.See file dsdata.txt to determine how the superseded data were derived. GE0976 GE0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3101192321(NAD 83) GE0976_MARKER: DS = TRIANGULATION STATION DISK GE0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0976+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002 GE0976 GE0976 HISTORY - Date Condition Report By GE0976 HISTORY - 1963 MONUMENTED CGS GE0976 HISTORY - 20020903 GOOD USACE GE0976 GE0976 STATION DESCRIPTION GE0976 GE0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0976'THE STATION IS ABOUT 13-1/2 MILES NORTH OF POPLAR BLUFF, GE0976'ABOUT 12-1/4 MILES SOUTH AND 2-3/4 MILES EAST OF GREENVILLE, GE0976'ABOUT 7 MILES WEST OF WAPPAPELLO DAM, NEAR THE SECTION LINE GE0976'BETWEEN SECTIONS 33 AND 34, T. 27 N., R. 6 E., AND ON PROPERTY GE0976'OF THE CLARK NATIONAL FOREST. IT IS 225 FEET WEST OF THE GE0976'CENTERLINE OF COUNTY ROAD PP, 132 FEET NORTH OF THE CENTERLINE GE0976'OF STATE HIGHWAY 172, 63 FEET EAST OF THE SOUTHEAST LEG GE0976'OF THE LOOKOUT TOWER, 10 FEET SOUTHEAST OF THE SOUTHWEST GE0976'ONE OF FOUR CONCRETE PILLARS AND 5 FEET SOUTHEAST OF A GE0976'WITNESS POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS GE0976'STAMPED FLATWOOD 1963. GE0976' GE0976'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE GE0976'HIGHWAY 172, 14.65 MILES BY ROAD SOUTH OF GREENVILLE, GO GE0976'EAST ON HIGHWAY 172 FOR 3.6 MILES TO THE JUNCTION WITH COUNTY GE0976'ROAD PP AND THE STATION AND THE LOOKOUT TOWER ON THE LEFT. GE0976' GE0976'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHEAST GE0976'ON HIGHWAY 172 FOR 0.1 MILE TO REFERENCE MARK 3 ON THE LEFT. GE0976' GE0976'REFERENCE MARK 1 IS 55 FEET NORTHEAST OF THE SOUTHEAST ONE GE0976'OF FOUR CONCRETE PILLARS AND 28 FEET EAST OF A 14 INCH OAK GE0976'TREE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GE0976'FLATWOOD NO 1 1963. GE0976' GE0976'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY GE0976'172, 29 FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY GE0976'AND 7 FEET NORTHEAST OF A 16 INCH OAK TREE. THE MONUMENT GE0976'PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD NO 2 1963. GE0976' GE0976'REFERENCE MARK 3 IS 34 FEET NORTHEAST OF THE CENTERLINE GE0976'OF HIGHWAY 172 AND 2 FEET SOUTHWEST OF A WITNESS POST. THE GE0976'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED FLATWOOD GE0976'NO 3 1963. GE0976' GE0976'NO MEASUREMENT BETWEEN RMS, TREE ON LINE. GE0976' GE0976'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GE0976 GE0976 STATION RECOVERY (2002) GE0976 GE0976'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0976'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0968 *********************************************************************** HC0968 DESIGNATION - LOST HC0968 PID - HC0968 HC0968 STATE/COUNTY- MO/WAYNE HC0968 USGS QUAD - GREENVILLE SW (1966) HC0968 HC0968 *CURRENT SURVEY CONTROL HC0968 ___________________________________________________________________ HC0968* NAD 83(1997)- 37 04 27.66511(N) 090 22 51.74636(W) ADJUSTED HC0968* NAVD 88 - 219. (meters) 719. (feet) SCALED HC0968 ___________________________________________________________________ HC0968 LAPLACE CORR- 3.08 (seconds) DEFLEC99 HC0968 GEOID HEIGHT- -29.28 (meters) GEOID99 HC0968 HC0968 HORZ ORDER - SECOND HC0968 HC0968.The horizontal coordinates were established by classical geodetic methods HC0968.and adjusted by the National Geodetic Survey in February 2000. HC0968 HC0968.The orthometric height was scaled from a topographic map. HC0968 HC0968.The Laplace correction was computed from DEFLEC99 derived deflections. HC0968 HC0968.The geoid height was determined by GEOID99. HC0968 HC0968; North East Units Scale Converg. HC0968;SPC MO E - 137,710.050 260,577.748 MT 0.99993471 +0 04 18.2 HC0968;UTM 15 - 4,106,329.540 732,819.960 MT 1.00026780 +1 34 46.4 HC0968 HC0968: Primary Azimuth Mark Grid Az HC0968:SPC MO E - YOKUM 120 38 54.7 HC0968:UTM 15 - YOKUM 119 08 26.5 HC0968 HC0968|---------------------------------------------------------------------| HC0968| PID Reference Object Distance Geod. Az | HC0968| dddmmss.s | HC0968| HC0967 YOKUM APPROX.12.5 KM 1204312.9 | HC0968| HC0969 LOST CREEK LOOKOUT TOWER 20.000 METERS 17520 | HC0968| CI4531 LOST RM 1 25.340 METERS 21316 | HC0968| CI4532 LOST RM 2 26.350 METERS 33622 | HC0968|---------------------------------------------------------------------| HC0968 HC0968 SUPERSEDED SURVEY CONTROL HC0968 HC0968 NAD 83(1997)- 37 04 27.67075(N) 090 22 51.74684(W) AD( ) 2 HC0968 NAD 83(1986)- 37 04 27.67662(N) 090 22 51.74608(W) AD( ) 2 HC0968 NAD 27 - 37 04 27.49100(N) 090 22 51.34570(W) AD( ) 2 HC0968 HC0968.Superseded values are not recommended for survey control. HC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0968.See file dsdata.txt to determine how the superseded data were derived. HC0968 HC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB3282006330(NAD 83) HC0968_MARKER: DS = TRIANGULATION STATION DISK HC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HC0968+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 HC0968 HC0968 HISTORY - Date Condition Report By HC0968 HISTORY - 1963 MONUMENTED CGS HC0968 HISTORY - 20020904 GOOD USACE HC0968 HC0968 STATION DESCRIPTION HC0968 HC0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) HC0968'LOCATED ABOUT 6 MILES SOUTHEAST OF GREENVILLE, IN THE SOUTH HC0968'EDGE OF SEC. 22, T-28-N, R-6-E, AT THE LOST CREEK LOOKOUT HC0968'TOWER AND ON THE PROPERTY OF THE U.S. FOREST SERVICE. IT IS HC0968'112 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 54 HC0968'FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 13 HC0968'FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 5 FEET SOUTHWEST HC0968'OF A WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE HC0968'DISK IS STAMPED LOST 1963. HC0968' HC0968'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY HC0968'67 IN GREENVILLE, GO SOUTH ON HIGHWAY 67 FOR 1.3 MILES TO THE HC0968'JUNCTION OF COUNTY ROAD D. TURN LEFT AND GO EAST ON ROAD D HC0968'FOR 1.9 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTHEAST ON HC0968'THE GRAVELED ROAD FOR 1.4 MILES TO A FORK. TAKE THE RIGHT FORK HC0968'AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD HC0968'RIGHT AND A SIGN ON THE LEFT LOST CREEK LOOKOUT TOWER 3. TURN HC0968'RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 2.8 MILES TO HC0968'THE LOOKOUT TOWER AND THE STATION ON THE LEFT. HC0968' HC0968'REFERENCE MARK 1 IS 43 FEET SOUTHWEST OF THE NORTHWEST LEG HC0968'OF THE LOOKOUT TOWER, 40 FEET WEST OF THE SOUTHWEST LEG HC0968'OF THE LOOKOUT TOWER, AND 7 FEET SOUTHEAST OF A 10 INCH HC0968'OAK TREE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS HC0968'STAMPED LOST NO 1 1963. HC0968' HC0968'REFERENCE MARK 2 IS 31 FEET NORTHWEST OF THE CENTERLINE HC0968'OF THE TRACK ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE HC0968'GRAVELED ROAD AND 20 FEET SOUTHWEST OF A 12 INCH OAK TREE. HC0968'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED LOST HC0968'NO 2 1963. HC0968' HC0968'NO AVAILABLE PLACE FOR A REFERENCE MARK 3 OR AN AZIMUTH MARK. HC0968' HC0968'NO MEASURMENT BETWEEN RMS, TOO MUCH DIFFERENCE IN ELEVATION. HC0968' HC0968'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. HC0968 HC0968 STATION RECOVERY (2002) HC0968 HC0968'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0968'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0059 *********************************************************************** GE0059 DESIGNATION - M 53 GE0059 PID - GE0059 GE0059 STATE/COUNTY- MO/WAYNE GE0059 USGS QUAD - HENDRICKSON (1976) GE0059 GE0059 *CURRENT SURVEY CONTROL GE0059 ___________________________________________________________________ GE0059* NAD 83(1986)- 36 59 44. (N) 090 29 34. (W) SCALED GE0059* NAVD 88 - 130.575 (meters) 428.39 (feet) ADJUSTED GE0059 ___________________________________________________________________ GE0059 GEOID HEIGHT- -29.43 (meters) GEOID99 GE0059 DYNAMIC HT - 130.471 (meters) 428.05 (feet) COMP GE0059 MODELED GRAV- 979,835.6 (mgal) NAVD 88 GE0059 GE0059 VERT ORDER - SECOND CLASS 0 GE0059 GE0059.The horizontal coordinates were scaled from a topographic map and have GE0059.an estimated accuracy of +/- 6 seconds. GE0059 GE0059.The orthometric height was determined by differential leveling GE0059.and adjusted by the National Geodetic Survey in June 1991. GE0059 GE0059.The geoid height was determined by GEOID99. GE0059 GE0059.The dynamic height is computed by dividing the NAVD 88 GE0059.geopotential number by the normal gravity value computed on the GE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0059.degrees latitude (g = 980.6199 gals.). GE0059 GE0059.The modeled gravity was interpolated from observed gravity values. GE0059 GE0059; North East Units Estimated Accuracy GE0059;SPC MO E - 128,960. 250,640. MT (+/- 180 meters Scaled) GE0059 GE0059 SUPERSEDED SURVEY CONTROL GE0059 GE0059 NGVD 29 - 130.610 (m) 428.51 (f) ADJ UNCH 2 0 GE0059 GE0059.Superseded values are not recommended for survey control. GE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0059.See file dsdata.txt to determine how the superseded data were derived. GE0059 GE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA231973(NAD 83) GE0059_MARKER: DB = BENCH MARK DISK GE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0059_STAMPING: M 53 1934 GE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0059+STABILITY: SURFACE MOTION GE0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0059+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002 GE0059 GE0059 HISTORY - Date Condition Report By GE0059 HISTORY - 1934 MONUMENTED CGS GE0059 HISTORY - 20020903 GOOD USACE GE0059 GE0059 STATION DESCRIPTION GE0059 GE0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 GE0059'2.5 MI W FROM TASKEE. GE0059'2.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE GE0059'POST OFFICE AT TASKEE, WAYNE COUNTY, 304 FEET WEST OF MILEPOST GE0059'B 198, 21 FEET EAST OF A COUNTY ROAD, 39 FEET SOUTH OF THE GE0059'CENTERLINE OF THE TRACK, AND 12 FEET NORTHWEST OF THE CORNER GE0059'OF THE COUNTY-ROAD FENCE LINE AND THE RIGHT-OF-WAY FENCE. A GE0059'STANDARD DISK, STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE GE0059'POST. NOTE- THE ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN GE0059'ABANDONED AS OF FEBRUARY 1945. GE0059 GE0059 STATION RECOVERY (2002) GE0059 GE0059'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0059'THE STATION WAS FOUND 31 FT W OF CR406, 73 FT SW OF SW CORNER OF GE0059'BRIDGE, AT EDGE OF GULLEY WASHOUT, CONCRETE HAS BEEN CHIPPED AT CORNER GE0059'OF MARK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0722 *********************************************************************** HC0722 DESIGNATION - N 174 HC0722 PID - HC0722 HC0722 STATE/COUNTY- MO/WAYNE HC0722 USGS QUAD - GREENVILLE SW (1966) HC0722 HC0722 *CURRENT SURVEY CONTROL HC0722 ___________________________________________________________________ HC0722* NAD 83(1986)- 37 00 15. (N) 090 27 32. (W) SCALED HC0722* NAVD 88 - 174.236 (meters) 571.64 (feet) ADJUSTED HC0722 ___________________________________________________________________ HC0722 GEOID HEIGHT- -29.39 (meters) GEOID99 HC0722 DYNAMIC HT - 174.099 (meters) 571.19 (feet) COMP HC0722 MODELED GRAV- 979,841.6 (mgal) NAVD 88 HC0722 HC0722 VERT ORDER - SECOND CLASS 0 HC0722 HC0722.The horizontal coordinates were scaled from a topographic map and have HC0722.an estimated accuracy of +/- 6 seconds. HC0722 HC0722.The orthometric height was determined by differential leveling HC0722.and adjusted by the National Geodetic Survey in June 1991. HC0722 HC0722.The geoid height was determined by GEOID99. HC0722 HC0722.The dynamic height is computed by dividing the NAVD 88 HC0722.geopotential number by the normal gravity value computed on the HC0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0722.degrees latitude (g = 980.6199 gals.). HC0722 HC0722.The modeled gravity was interpolated from observed gravity values. HC0722 HC0722; North East Units Estimated Accuracy HC0722;SPC MO E - 129,920. 253,660. MT (+/- 180 meters Scaled) HC0722 HC0722 SUPERSEDED SURVEY CONTROL HC0722 HC0722 NGVD 29 - 174.277 (m) 571.77 (f) ADJ UNCH 2 0 HC0722 HC0722.Superseded values are not recommended for survey control. HC0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0722.See file dsdata.txt to determine how the superseded data were derived. HC0722 HC0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA261983(NAD 83) HC0722_MARKER: DB = BENCH MARK DISK HC0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0722_STAMPING: N 174 1945 HC0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC0722+STABILITY: SURFACE MOTION HC0722 HC0722 HISTORY - Date Condition Report By HC0722 HISTORY - 1945 MONUMENTED CGS HC0722 HISTORY - 20020904 MARK NOT FOUND USACE HC0722 HC0722 STATION DESCRIPTION HC0722 HC0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 HC0722'0.7 MI N FROM TASKEE STATION. HC0722'0.7 MILE NORTH ALONG U.S. HIGHWAY 67 FROM THE VILLAGE OF HC0722'TASKEE STATION, WAYNE COUNTY, 0.7 MILE SOUTH OF A GRAVEL-ROAD HC0722'INTERSECTION, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND HC0722'4 FEET NORTH OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, HC0722'STAMPED N 174 1945 AND SET IN THE TOP OF A CONCRETE POST HC0722'PROJECTING 6 INCHES ABOVE GROUND. NOTE-- THIS MARK IS ALSO 11.2 HC0722'MILES SOUTH OF GREENVILLE AND IS ON THE NEW HIGHWAY. HC0722 HC0722 STATION RECOVERY (2002) HC0722 HC0722'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0722'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0045 *********************************************************************** GE0045 DESIGNATION - PTS 15 F GE0045 PID - GE0045 GE0045 STATE/COUNTY- MO/WAYNE GE0045 USGS QUAD - WAPPAPELLO (1966) GE0045 GE0045 *CURRENT SURVEY CONTROL GE0045 ___________________________________________________________________ GE0045* NAD 83(1986)- 36 56 06. (N) 090 16 13. (W) SCALED GE0045* NAVD 88 - 106.728 (meters) 350.16 (feet) ADJUSTED GE0045 ___________________________________________________________________ GE0045 GEOID HEIGHT- -29.10 (meters) GEOID99 GE0045 DYNAMIC HT - 106.645 (meters) 349.88 (feet) COMP GE0045 MODELED GRAV- 979,853.6 (mgal) NAVD 88 GE0045 GE0045 VERT ORDER - SECOND CLASS 0 GE0045 GE0045.The horizontal coordinates were scaled from a topographic map and have GE0045.an estimated accuracy of +/- 6 seconds. GE0045 GE0045.The orthometric height was determined by differential leveling GE0045.and adjusted by the National Geodetic Survey in June 1991. GE0045 GE0045.The geoid height was determined by GEOID99. GE0045 GE0045.The dynamic height is computed by dividing the NAVD 88 GE0045.geopotential number by the normal gravity value computed on the GE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0045.degrees latitude (g = 980.6199 gals.). GE0045 GE0045.The modeled gravity was interpolated from observed gravity values. GE0045 GE0045; North East Units Estimated Accuracy GE0045;SPC MO E - 122,260. 270,460. MT (+/- 180 meters Scaled) GE0045 GE0045 SUPERSEDED SURVEY CONTROL GE0045 GE0045 NGVD 29 - 106.761 (m) 350.26 (f) ADJ UNCH 2 0 GE0045 GE0045.Superseded values are not recommended for survey control. GE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0045.See file dsdata.txt to determine how the superseded data were derived. GE0045 GE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA431911(NAD 83) GE0045_MARKER: P = PIPE CAP GE0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0045_STAMPING: PRIM TRAV STA NO 15 F 1924 MO 350 GE0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GE0045+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002 GE0045 GE0045 HISTORY - Date Condition Report By GE0045 HISTORY - 1924 MONUMENTED USGS GE0045 HISTORY - 1934 GOOD NGS GE0045 HISTORY - 20020903 GOOD USACE GE0045 GE0045 STATION DESCRIPTION GE0045 GE0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0045'AT WAPPAPELLO. GE0045'AT WAPPAPELLO, WAYNE COUNTY, 200 FEET WEST OF THE ST. LOUIS-SAN GE0045'FRANCISCO RAILWAY STATION, 15 FEET WEST OF A COUNTY ROAD, 75 GE0045'FEET SOUTH OF THE TRACK, AND 3 FEET SOUTH OF A POLE. A UNITED GE0045'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED PRIM TRAV STA NO. GE0045'15 F 1924 MO. 350 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON GE0045'PIPE PROJECTING 1-1/2 FEET ABOVE GROUND. NOTE-- THE ST. GE0045'LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY GE0045'1945. GE0045 GE0045 STATION RECOVERY (2002) GE0045 GE0045'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0045'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0056 *********************************************************************** GE0056 DESIGNATION - PTS 19 F GE0056 PID - GE0056 GE0056 STATE/COUNTY- MO/WAYNE GE0056 USGS QUAD - HENDRICKSON (1976) GE0056 GE0056 *CURRENT SURVEY CONTROL GE0056 ___________________________________________________________________ GE0056* NAD 83(1986)- 36 59 33. (N) 090 27 02. (W) SCALED GE0056* NAVD 88 - 120.013 (meters) 393.74 (feet) ADJUSTED GE0056 ___________________________________________________________________ GE0056 GEOID HEIGHT- -29.38 (meters) GEOID99 GE0056 DYNAMIC HT - 119.919 (meters) 393.43 (feet) COMP GE0056 MODELED GRAV- 979,844.4 (mgal) NAVD 88 GE0056 GE0056 VERT ORDER - SECOND CLASS 0 GE0056 GE0056.The horizontal coordinates were scaled from a topographic map and have GE0056.an estimated accuracy of +/- 6 seconds. GE0056 GE0056.The orthometric height was determined by differential leveling GE0056.and adjusted by the National Geodetic Survey in June 1991. GE0056.WARNING-Repeat measurements at this control monument indicate possible GE0056.vertical movement. GE0056 GE0056.The geoid height was determined by GEOID99. GE0056 GE0056.The dynamic height is computed by dividing the NAVD 88 GE0056.geopotential number by the normal gravity value computed on the GE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0056.degrees latitude (g = 980.6199 gals.). GE0056 GE0056.The modeled gravity was interpolated from observed gravity values. GE0056 GE0056; North East Units Estimated Accuracy GE0056;SPC MO E - 128,620. 254,400. MT (+/- 180 meters Scaled) GE0056 GE0056 SUPERSEDED SURVEY CONTROL GE0056 GE0056 NGVD 29 - 120.057 (m) 393.89 (f) ADJ UNCH 2 0 GE0056 GE0056.Superseded values are not recommended for survey control. GE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0056.See file dsdata.txt to determine how the superseded data were derived. GE0056 GE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA268970(NAD 83) GE0056_MARKER: P = PIPE CAP GE0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0056_STAMPING: PRIM TRAV STA NO 19 F 1924 MO 394 GE0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0056 GE0056 HISTORY - Date Condition Report By GE0056 HISTORY - 1924 MONUMENTED USGS GE0056 HISTORY - 1945 GOOD NGS GE0056 HISTORY - 20020904 MARK NOT FOUND USACE GE0056 GE0056 STATION DESCRIPTION GE0056 GE0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 GE0056'AT TASKEE. GE0056'AT TASKEE, WAYNE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, GE0056'125 FEET NORTHWEST OF THE POST OFFICE, IN THE SOUTHEAST CORNER GE0056'OF CHARLES MORGANS YARD, 4 FEET NORTHEAST OF THE FENCE CORNER, GE0056'AND 100 FEET NORTH OF THE CENTERLINE OF THE TRACK. A UNITED GE0056'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED PRIM TRAV STA NO. GE0056'19 F 1924 MO 394 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON GE0056'PIPE. NOTE- MARK IS ALSO 35 FEET WEST OF WARDS STORE NO. 5 AND 2 GE0056'FEET INSIDE THE SOUTHEAST CORNER OF A FENCED YARD. NOTE-- THE GE0056'ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED AS OF FEBRUARY GE0056'1945. GE0056 GE0056 STATION RECOVERY (2002) GE0056 GE0056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0056'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HC0130 *********************************************************************** HC0130 DESIGNATION - PTS 83 S HC0130 PID - HC0130 HC0130 STATE/COUNTY- MO/WAYNE HC0130 USGS QUAD - GREENVILLE SW (1966) HC0130 HC0130 *CURRENT SURVEY CONTROL HC0130 ___________________________________________________________________ HC0130* NAD 83(1986)- 37 05 58. (N) 090 27 23. (W) SCALED HC0130* NAVD 88 - 116.049 (meters) 380.74 (feet) ADJUSTED HC0130 ___________________________________________________________________ HC0130 GEOID HEIGHT- -29.40 (meters) GEOID99 HC0130 DYNAMIC HT - 115.958 (meters) 380.44 (feet) COMP HC0130 MODELED GRAV- 979,852.5 (mgal) NAVD 88 HC0130 HC0130 VERT ORDER - SECOND CLASS 0 HC0130 HC0130.The horizontal coordinates were scaled from a topographic map and have HC0130.an estimated accuracy of +/- 6 seconds. HC0130 HC0130.The orthometric height was determined by differential leveling HC0130.and adjusted by the National Geodetic Survey in June 1991. HC0130 HC0130.The geoid height was determined by GEOID99. HC0130 HC0130.The dynamic height is computed by dividing the NAVD 88 HC0130.geopotential number by the normal gravity value computed on the HC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0130.degrees latitude (g = 980.6199 gals.). HC0130 HC0130.The modeled gravity was interpolated from observed gravity values. HC0130 HC0130; North East Units Estimated Accuracy HC0130;SPC MO E - 140,490. 253,880. MT (+/- 180 meters Scaled) HC0130 HC0130 SUPERSEDED SURVEY CONTROL HC0130 HC0130 NGVD 29 - 116.109 (m) 380.93 (f) ADJ UNCH 2 0 HC0130 HC0130.Superseded values are not recommended for survey control. HC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0130.See file dsdata.txt to determine how the superseded data were derived. HC0130 HC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYB260089(NAD 83) HC0130_MARKER: DD = SURVEY DISK HC0130_SETTING: 36 = BUILDING HC0130_STAMPING: PT STA NO 83 S 1926 HC0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HC0130 HC0130 HISTORY - Date Condition Report By HC0130 HISTORY - 1926 MONUMENTED USGS HC0130 HISTORY - 1945 GOOD NGS HC0130 HISTORY - 20020904 MARK NOT FOUND USACE HC0130 HC0130 STATION DESCRIPTION HC0130 HC0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 HC0130'2.3 MI S FROM GREENVILLE. HC0130'2.3 MILES SOUTH ALONG U.S. HIGHWAY 67 FROM THE COUNTY COURTHOUSE HC0130'AT GREENVILLE, WAYNE COUNTY, AT THE SITE OF THE OLD TOWN, HC0130'AT THE OLD ABANDONED COUNTY COURTHOUSE, IN THE WALK AT THE BOTTOM HC0130'OF THE STEPS IN FRONT OF THE BUILDING, AND 0.3 FOOT SOUTHEAST HC0130'OF THE BOTTOM STEP. THIS MARK IS IN POOR CONDITION DUE TO LARGE HC0130'CRACKS IN THE WALK WHERE IT IS SET. HC0130 HC0130 STATION RECOVERY (2002) HC0130 HC0130'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) HC0130'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0977 *********************************************************************** GE0977 DESIGNATION - YORK GE0977 PID - GE0977 GE0977 STATE/COUNTY- MO/WAYNE GE0977 USGS QUAD - HENDRICKSON (1976) GE0977 GE0977 *CURRENT SURVEY CONTROL GE0977 ___________________________________________________________________ GE0977* NAD 83(1997)- 36 56 28.82250(N) 090 27 19.10345(W) ADJUSTED GE0977* NAVD 88 - 184. (meters) 604. (feet) SCALED GE0977 ___________________________________________________________________ GE0977 LAPLACE CORR- 2.25 (seconds) DEFLEC99 GE0977 GEOID HEIGHT- -29.35 (meters) GEOID99 GE0977 GE0977 HORZ ORDER - THIRD GE0977 GE0977.The horizontal coordinates were established by classical geodetic methods GE0977.and adjusted by the National Geodetic Survey in February 2000. GE0977 GE0977.The orthometric height was scaled from a topographic map. GE0977 GE0977.The Laplace correction was computed from DEFLEC99 derived deflections. GE0977 GE0977.The geoid height was determined by GEOID99. GE0977 GE0977; North East Units Scale Converg. GE0977;SPC MO E - 122,943.988 253,981.031 MT 0.99993353 +0 01 36.7 GE0977;UTM 15 - 4,091,390.540 726,611.502 MT 1.00023267 +1 31 48.0 GE0977 GE0977: Primary Azimuth Mark Grid Az GE0977:SPC MO E - YORK RM 3 AZIMUTH 213 59 31.7 GE0977:UTM 15 - YORK RM 3 AZIMUTH 212 29 20.4 GE0977 GE0977|---------------------------------------------------------------------| GE0977| PID Reference Object Distance Geod. Az | GE0977| dddmmss.s | GE0977| CI4972 YORK RM 1 29.396 METERS 13100 | GE0977| CI4974 YORK RM 3 AZIMUTH 2140108.4 | GE0977| CI4973 YORK RM 2 21.920 METERS 23339 | GE0977|---------------------------------------------------------------------| GE0977 GE0977 SUPERSEDED SURVEY CONTROL GE0977 GE0977 NAD 83(1997)- 36 56 28.82728(N) 090 27 19.10476(W) AD( ) 3 GE0977 NAD 83(1997)- 36 56 28.83284(N) 090 27 19.10590(W) AD( ) 3 GE0977 NAD 83(1986)- 36 56 28.83370(N) 090 27 19.10407(W) AD( ) 3 GE0977 NAD 27 - 36 56 28.64570(N) 090 27 18.69800(W) AD( ) 3 GE0977 GE0977.Superseded values are not recommended for survey control. GE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0977.See file dsdata.txt to determine how the superseded data were derived. GE0977 GE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2661291391(NAD 83) GE0977_MARKER: DS = TRIANGULATION STATION DISK GE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0977+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 GE0977 GE0977 HISTORY - Date Condition Report By GE0977 HISTORY - 1963 MONUMENTED CGS GE0977 HISTORY - 20020904 GOOD USACE GE0977 GE0977 STATION DESCRIPTION GE0977 GE0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0977'LOCATED ABOUT 12 MILES SOUTH OF GREENVILLE, 11 MILES NORTH GE0977'OF POPLAR BLUFF, 1 MILE NORTH OF THE WAYNE AND BUTLER COUNTY GE0977'LINE IN THE SOUTHEAST 1/4 SECTION 31, T-27-N, R-5-E, AND GE0977'ON PROPERTY OF THE YORK HEIRS. IT IS ABOUT 600 FEET SOUTHEAST GE0977'OF THE INTERSECTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY GE0977'172, 50 FEET NORTHWEST OF THE CENTERLINE OF AN OLD ROAD, 19 GE0977'FEET EAST OF A 4 INCH PINE TREE AND 4 FEET SOUTH OF THE GE0977'WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK GE0977'IS STAMPED YORK 1963. GE0977' GE0977'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWEST GE0977'ON THE OLD ROAD FOR 0.05 MILE TO U.S. HIGHWAY 67. GO SOUTHERLY GE0977'ON U.S. HIGHWAY 67 FOR 0.15 MILE TO THE MARK ON THE RIGHT. GE0977' GE0977'REFERENCE MARK 1 IS 100 FEET SOUTHEAST OF THE WITNESS POST, GE0977'31 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD, AND GE0977'30 FEET NORTHWEST OF A 6 INCH OAK TREE. THE MONUMENT PROJECTS GE0977'6 INCHES AND THE DISK IS STAMPED YORK NO. 1 1963. GE0977' GE0977'REFERENCE MARK 2 IS 75 FEET SOUTHWEST OF THE WITNESS POST, GE0977'63 FEET SOUTHEAST OF A POWERLINE POLE, 59 FEET SOUTHWEST GE0977'OF THE 4 INCH PINE TREE AND 22 FEET NORTHWEST OF CENTERLINE GE0977'OF THE OLD ROAD. THE MONUMENT PROJECTS 6 INCHES AND THE GE0977'DISK IS STAMPED YORK NO. 2 1963. GE0977' GE0977'REFERENCE MARK 3 IS 113 FEET WEST OF THE CENTERLINE OF U.S. GE0977'HIGHWAY 67, 34 FEET SOUTHEAST OF A 15 INCH PINE TREE, 4 GE0977'FEET NORTHEAST OF A TELEPHONE POLE, AND 2 FEET EAST OF A GE0977'WITNESS POST. THE MONUMENT PROJECTS 5 INCHES AND THE DISK GE0977'IS STAMPED YORK NO 3 1963. GE0977' GE0977'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. GE0977 GE0977 STATION RECOVERY (2002) GE0977 GE0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0977'RECOVERED IN GOOD CONDITION.