1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0009 *********************************************************************** GE0009 DESIGNATION - 1 H GE0009 PID - GE0009 GE0009 STATE/COUNTY- MO/STODDARD GE0009 USGS QUAD - PUXICO (1962) GE0009 GE0009 *CURRENT SURVEY CONTROL GE0009 ___________________________________________________________________ GE0009* NAD 83(1986)- 36 53 07. (N) 090 14 18. (W) SCALED GE0009* NAVD 88 - 103.483 (meters) 339.51 (feet) ADJUSTED GE0009 ___________________________________________________________________ GE0009 GEOID HEIGHT- -29.04 (meters) GEOID99 GE0009 DYNAMIC HT - 103.402 (meters) 339.24 (feet) COMP GE0009 MODELED GRAV- 979,849.5 (mgal) NAVD 88 GE0009 GE0009 VERT ORDER - FIRST CLASS II GE0009 GE0009.The horizontal coordinates were scaled from a topographic map and have GE0009.an estimated accuracy of +/- 6 seconds. GE0009 GE0009.The orthometric height was determined by differential leveling GE0009.and adjusted by the National Geodetic Survey in June 1991. GE0009 GE0009.The geoid height was determined by GEOID99. GE0009 GE0009.The dynamic height is computed by dividing the NAVD 88 GE0009.geopotential number by the normal gravity value computed on the GE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0009.degrees latitude (g = 980.6199 gals.). GE0009 GE0009.The modeled gravity was interpolated from observed gravity values. GE0009 GE0009; North East Units Estimated Accuracy GE0009;SPC MO E - 116,750. 273,330. MT (+/- 180 meters Scaled) GE0009 GE0009 SUPERSEDED SURVEY CONTROL GE0009 GE0009 NGVD 29 - 103.508 (m) 339.59 (f) ADJ UNCH 1 2 GE0009 GE0009.Superseded values are not recommended for survey control. GE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0009.See file dsdata.txt to determine how the superseded data were derived. GE0009 GE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA461857(NAD 83) GE0009_MARKER: DD = SURVEY DISK GE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0009_STAMPING: 339.619 1931 1 H GE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0009+STABILITY: SURFACE MOTION GE0009 GE0009 HISTORY - Date Condition Report By GE0009 HISTORY - 1931 MONUMENTED USGS GE0009 HISTORY - 1934 GOOD NGS GE0009 HISTORY - 20020831 MARK NOT FOUND USACE GE0009 GE0009 STATION DESCRIPTION GE0009 GE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0009'0.4 MI NE FROM DALE. GE0009'0.4 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0009'FROM DALE, STODDARD COUNTY, 86 FEET SOUTHEAST OF POLE 182/7, 36 GE0009'YARDS WEST OF A FARMHOUSE, 73 FEET WEST OF THE WEST CORNER OF THE GE0009'YARD FENCE, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, GE0009'46 FEET EAST OF THE EAST CORNER OF BRIDGE NO. 182.2, 36 FEET GE0009'NORTHWEST OF THE CENTERLINE OF A ROAD AT THE POINT WHERE IT GE0009'TURNS SOUTH FROM THE TRACK, AND 3 FEET NORTHWEST OF THE GE0009'RIGHT-OF-WAY FENCE. A UNITES STATES GEOLOGICAL SURVEY STANDARD GE0009'DISK, STAMPED 339.619 1931 1 H AND SET IN THE TOP OF A CONCRETE GE0009'POST PROJECTING 1 INCH ABOVE GROUND. GE0009 GE0009 STATION RECOVERY (2002) GE0009 GE0009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0009'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0035 *********************************************************************** GE0035 DESIGNATION - 13 M RESET GE0035 PID - GE0035 GE0035 STATE/COUNTY- MO/STODDARD GE0035 USGS QUAD - FISK (1962) GE0035 GE0035 *CURRENT SURVEY CONTROL GE0035 ___________________________________________________________________ GE0035* NAD 83(1986)- 36 47 01. (N) 090 11 08. (W) SCALED GE0035* NAVD 88 - 100.60 (+/-2cm) 330.1 (feet) VERTCON GE0035 ___________________________________________________________________ GE0035 GEOID HEIGHT- -28.89 (meters) GEOID99 GE0035 GE0035 VERT ORDER - THIRD (See Below) GE0035 GE0035.The horizontal coordinates were scaled from a topographic map and have GE0035.an estimated accuracy of +/- 6 seconds. GE0035 GE0035.The NAVD 88 height was computed by applying the VERTCON shift value to GE0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GE0035.The vertical order pertains to the superseded datum. GE0035 GE0035.The geoid height was determined by GEOID99. GE0035 GE0035; North East Units Estimated Accuracy GE0035;SPC MO E - 105,490. 278,070. MT (+/- 180 meters Scaled) GE0035 GE0035 SUPERSEDED SURVEY CONTROL GE0035 GE0035 NGVD 29 - 100.62 (m) 330.1 (f) RESET 3 GE0035 GE0035.Superseded values are not recommended for survey control. GE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0035.See file dsdata.txt to determine how the superseded data were derived. GE0035 GE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA511745(NAD 83) GE0035_MARKER: DD = SURVEY DISK GE0035_SETTING: 30 = CONCRETE GE0035_STAMPING: 13 M 1931 RESET 1957 GE0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0035 GE0035 HISTORY - Date Condition Report By GE0035 HISTORY - 1957 MONUMENTED USGS GE0035 HISTORY - 1957 GOOD MOHC GE0035 HISTORY - 20020831 MARK NOT FOUND USACE GE0035 GE0035 STATION DESCRIPTION GE0035 GE0035'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1957 GE0035'1 MI E FROM FISK. GE0035'IN STODDARD COUNTY, ABOUT 1 MILE EAST OF FISK, 176.5 FEET EAST GE0035'AND 41.0 FEET NORTH OF THE NORTHWEST CORNER OF NE 1/4 SW 1/4 GE0035'SEC. 27, T 25 N, R 8 E, 178.8 FEET EAST AND 325.7 FEET NORTH GE0035'OF THE INTERSECTION OF STATE HIGHWAY 51 AND U.S. HIGHWAY 60, GE0035'AND SET IN CONCRETE. GE0035 GE0035 STATION RECOVERY (2002) GE0035 GE0035'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0035'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0007 *********************************************************************** GE0007 DESIGNATION - 343.88 GE0007 PID - GE0007 GE0007 STATE/COUNTY- MO/STODDARD GE0007 USGS QUAD - PUXICO (1962) GE0007 GE0007 *CURRENT SURVEY CONTROL GE0007 ___________________________________________________________________ GE0007* NAD 83(1986)- 36 55 05. (N) 090 12 48. (W) SCALED GE0007* NAVD 88 - 104.748 (meters) 343.66 (feet) ADJUSTED GE0007 ___________________________________________________________________ GE0007 GEOID HEIGHT- -29.01 (meters) GEOID99 GE0007 DYNAMIC HT - 104.666 (meters) 343.39 (feet) COMP GE0007 MODELED GRAV- 979,851.9 (mgal) NAVD 88 GE0007 GE0007 VERT ORDER - FIRST CLASS II GE0007 GE0007.The horizontal coordinates were scaled from a topographic map and have GE0007.an estimated accuracy of +/- 6 seconds. GE0007 GE0007.The orthometric height was determined by differential leveling GE0007.and adjusted by the National Geodetic Survey in June 1991. GE0007 GE0007.The geoid height was determined by GEOID99. GE0007 GE0007.The dynamic height is computed by dividing the NAVD 88 GE0007.geopotential number by the normal gravity value computed on the GE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0007.degrees latitude (g = 980.6199 gals.). GE0007 GE0007.The modeled gravity was interpolated from observed gravity values. GE0007 GE0007; North East Units Estimated Accuracy GE0007;SPC MO E - 120,400. 275,540. MT (+/- 180 meters Scaled) GE0007 GE0007 SUPERSEDED SURVEY CONTROL GE0007 GE0007 NGVD 29 - 104.777 (m) 343.76 (f) ADJ UNCH 1 2 GE0007 GE0007.Superseded values are not recommended for survey control. GE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0007.See file dsdata.txt to determine how the superseded data were derived. GE0007 GE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA482894(NAD 83) GE0007_MARKER: N = NAIL GE0007_SETTING: 30 = TREE ROOT GE0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0007 GE0007 HISTORY - Date Condition Report By GE0007 HISTORY - UNK MONUMENTED USGS GE0007 HISTORY - 1934 GOOD NGS GE0007 HISTORY - 20020831 MARK NOT FOUND USACE GE0007 GE0007 STATION DESCRIPTION GE0007 GE0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0007'AT COBB. GE0007'AT COBB, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, GE0007'50 FEET NORTH OF THE STATION SIGN, 60 FEET EAST OF A ROAD, ON GE0007'A FENCE LINE, AND IN THE ROOT OF A HICKORY TREE. A UNITED GE0007'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER. GE0007 GE0007 STATION RECOVERY (2002) GE0007 GE0007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0007'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0032 *********************************************************************** GE0032 DESIGNATION - 356.5 GE0032 PID - GE0032 GE0032 STATE/COUNTY- MO/STODDARD GE0032 USGS QUAD - DUDLEY (1962) GE0032 GE0032 *CURRENT SURVEY CONTROL GE0032 ___________________________________________________________________ GE0032* NAD 83(1986)- 36 47 18. (N) 090 05 37. (W) SCALED GE0032* NAVD 88 - 108.624 (meters) 356.38 (feet) ADJUSTED GE0032 ___________________________________________________________________ GE0032 GEOID HEIGHT- -28.71 (meters) GEOID99 GE0032 DYNAMIC HT - 108.540 (meters) 356.10 (feet) COMP GE0032 MODELED GRAV- 979,858.1 (mgal) NAVD 88 GE0032 GE0032 VERT ORDER - SECOND CLASS 0 GE0032 GE0032.The horizontal coordinates were scaled from a topographic map and have GE0032.an estimated accuracy of +/- 6 seconds. GE0032 GE0032.The orthometric height was determined by differential leveling GE0032.and adjusted by the National Geodetic Survey in June 1991. GE0032 GE0032.The geoid height was determined by GEOID99. GE0032 GE0032.The dynamic height is computed by dividing the NAVD 88 GE0032.geopotential number by the normal gravity value computed on the GE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0032.degrees latitude (g = 980.6199 gals.). GE0032 GE0032.The modeled gravity was interpolated from observed gravity values. GE0032 GE0032; North East Units Estimated Accuracy GE0032;SPC MO E - 106,040. 286,270. MT (+/- 180 meters Scaled) GE0032 GE0032 SUPERSEDED SURVEY CONTROL GE0032 GE0032 NGVD 29 - 108.645 (m) 356.45 (f) ADJ UNCH 2 0 GE0032 GE0032.Superseded values are not recommended for survey control. GE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0032.See file dsdata.txt to determine how the superseded data were derived. GE0032 GE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA593753(NAD 83) GE0032_MARKER: Q = CHISELED SQUARE GE0032_SETTING: 30 = PORCH GE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0032 GE0032 HISTORY - Date Condition Report By GE0032 HISTORY - UNK MONUMENTED USGS GE0032 HISTORY - 1933 GOOD NGS GE0032 HISTORY - 20020831 MARK NOT FOUND USACE GE0032 GE0032 STATION DESCRIPTION GE0032 GE0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 GE0032'AT DUDLEY. GE0032'AT DUDLEY, STODDARD COUNTY, AND ON THE NORTHWEST CORNER OF THE GE0032'CONCRETE PORCH OF THE DUDLEY STORE COMPANY STORE. A CHISELED GE0032'SQUARE. GE0032 GE0032 STATION RECOVERY (2002) GE0032 GE0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0032'OLD STORE BUILDING IS NOW A CHURCH. NEW CONCRETE WORK EVIDENT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0006 *********************************************************************** GE0006 DESIGNATION - A 14 GE0006 PID - GE0006 GE0006 STATE/COUNTY- MO/STODDARD GE0006 USGS QUAD - PUXICO (1962) GE0006 GE0006 *CURRENT SURVEY CONTROL GE0006 ___________________________________________________________________ GE0006* NAD 83(1986)- 36 55 52. (N) 090 12 19. (W) SCALED GE0006* NAVD 88 - 105.212 (meters) 345.18 (feet) ADJUSTED GE0006 ___________________________________________________________________ GE0006 GEOID HEIGHT- -29.00 (meters) GEOID99 GE0006 DYNAMIC HT - 105.130 (meters) 344.91 (feet) COMP GE0006 MODELED GRAV- 979,852.5 (mgal) NAVD 88 GE0006 GE0006 VERT ORDER - FIRST CLASS II GE0006 GE0006.The horizontal coordinates were scaled from a topographic map and have GE0006.an estimated accuracy of +/- 6 seconds. GE0006 GE0006.The orthometric height was determined by differential leveling GE0006.and adjusted by the National Geodetic Survey in June 1991. GE0006 GE0006.The geoid height was determined by GEOID99. GE0006 GE0006.The dynamic height is computed by dividing the NAVD 88 GE0006.geopotential number by the normal gravity value computed on the GE0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0006.degrees latitude (g = 980.6199 gals.). GE0006 GE0006.The modeled gravity was interpolated from observed gravity values. GE0006 GE0006; North East Units Estimated Accuracy GE0006;SPC MO E - 121,850. 276,260. MT (+/- 180 meters Scaled) GE0006 GE0006 SUPERSEDED SURVEY CONTROL GE0006 GE0006 NGVD 29 - 105.242 (m) 345.28 (f) ADJ UNCH 1 2 GE0006 GE0006.Superseded values are not recommended for survey control. GE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0006.See file dsdata.txt to determine how the superseded data were derived. GE0006 GE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA489908(NAD 83) GE0006_MARKER: DB = BENCH MARK DISK GE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0006_STAMPING: 345.308 A 14 1932 GE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0006+STABILITY: SURFACE MOTION GE0006 GE0006 HISTORY - Date Condition Report By GE0006 HISTORY - 1932 MONUMENTED CGS GE0006 HISTORY - 1934 GOOD NGS GE0006 HISTORY - 20020831 MARK NOT FOUND USACE GE0006 GE0006 STATION DESCRIPTION GE0006 GE0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0006'0.5 MI SW FROM MINGO. GE0006'0.5 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0006'FROM THE STATION AT MINGO, STODDARD COUNTY, 50 YARDS EAST OF A GE0006'ONE-STORY FARMHOUSE, 69.5 FEET SOUTHEAST OF POLE 178/19, 39 FEET GE0006'SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 32 FEET GE0006'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, AND 12 FEET GE0006'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. A STANDARD DISK, GE0006'STAMPED 345.308 A 14 1932 AND SET IN THE TOP OF A CONCRETE POST GE0006'PROJECTING 5 INCHES ABOVE GROUND. GE0006 GE0006 STATION RECOVERY (2002) GE0006 GE0006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0006'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0042 *********************************************************************** GE0042 DESIGNATION - A 53 GE0042 PID - GE0042 GE0042 STATE/COUNTY- MO/STODDARD GE0042 USGS QUAD - PUXICO (1962) GE0042 GE0042 *CURRENT SURVEY CONTROL GE0042 ___________________________________________________________________ GE0042* NAD 83(1986)- 36 56 13. (N) 090 12 01. (W) SCALED GE0042* NAVD 88 - 106.812 (meters) 350.43 (feet) ADJUSTED GE0042 ___________________________________________________________________ GE0042 GEOID HEIGHT- -28.99 (meters) GEOID99 GE0042 DYNAMIC HT - 106.729 (meters) 350.16 (feet) COMP GE0042 MODELED GRAV- 979,852.9 (mgal) NAVD 88 GE0042 GE0042 VERT ORDER - SECOND CLASS 0 GE0042 GE0042.The horizontal coordinates were scaled from a topographic map and have GE0042.an estimated accuracy of +/- 6 seconds. GE0042 GE0042.The orthometric height was determined by differential leveling GE0042.and adjusted by the National Geodetic Survey in June 1991. GE0042 GE0042.The geoid height was determined by GEOID99. GE0042 GE0042.The dynamic height is computed by dividing the NAVD 88 GE0042.geopotential number by the normal gravity value computed on the GE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0042.degrees latitude (g = 980.6199 gals.). GE0042 GE0042.The modeled gravity was interpolated from observed gravity values. GE0042 GE0042; North East Units Estimated Accuracy GE0042;SPC MO E - 122,500. 276,700. MT (+/- 180 meters Scaled) GE0042 GE0042 SUPERSEDED SURVEY CONTROL GE0042 GE0042 NGVD 29 - 106.843 (m) 350.53 (f) ADJ UNCH 2 0 GE0042 GE0042.Superseded values are not recommended for survey control. GE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0042.See file dsdata.txt to determine how the superseded data were derived. GE0042 GE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA493915(NAD 83) GE0042_MARKER: DB = BENCH MARK DISK GE0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0042_STAMPING: A 53 1934 GE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0042+STABILITY: SURFACE MOTION GE0042 GE0042 HISTORY - Date Condition Report By GE0042 HISTORY - 1934 MONUMENTED CGS GE0042 HISTORY - 1945 GOOD NGS GE0042 HISTORY - 1962 GOOD USGS GE0042 HISTORY - 20020831 MARK NOT FOUND USACE GE0042 GE0042 STATION DESCRIPTION GE0042 GE0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 GE0042'AT MINGO. GE0042'AT MINGO, STODDARD COUNTY, 35 FEET NORTH OF THE NORTHWEST CORNER GE0042'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 225 FEET GE0042'SOUTHWEST OF THE INTERSECTION OF THE BRANCH LEADING TO HUNTER GE0042'AND THE CAPE GIRARDEAU TO HOXIE BRANCH, 30 FEET NORTHWEST OF THE GE0042'CENTERLINE OF THE CAP GIRARDEAU TO HOXIE BRANCH, 31 FEET GE0042'NORTHWEST OF THE CENTERLINE OF THE BRANCH LEADING TO HUNTER, GE0042'AND 63 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE. A STANDARD GE0042'DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST. GE0042'NOTE-- THE ST. LOUIS-SAN FRANCISCO RAILWAY HAS BEEN ABANDONED GE0042'AS OF FEBRUARY 1945. GE0042 GE0042 STATION RECOVERY (1962) GE0042 GE0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 GE0042'RECOVERED IN GOOD CONDITION. GE0042 GE0042 STATION RECOVERY (2002) GE0042 GE0042'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0042'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0008 *********************************************************************** GE0008 DESIGNATION - B 14 GE0008 PID - GE0008 GE0008 STATE/COUNTY- MO/STODDARD GE0008 USGS QUAD - PUXICO (1962) GE0008 GE0008 *CURRENT SURVEY CONTROL GE0008 ___________________________________________________________________ GE0008* NAD 83(1986)- 36 54 19. (N) 090 13 22. (W) SCALED GE0008* NAVD 88 - 103.129 (meters) 338.35 (feet) ADJUSTED GE0008 ___________________________________________________________________ GE0008 GEOID HEIGHT- -29.02 (meters) GEOID99 GE0008 DYNAMIC HT - 103.048 (meters) 338.08 (feet) COMP GE0008 MODELED GRAV- 979,851.2 (mgal) NAVD 88 GE0008 GE0008 VERT ORDER - FIRST CLASS II GE0008 GE0008.The horizontal coordinates were scaled from a topographic map and have GE0008.an estimated accuracy of +/- 6 seconds. GE0008 GE0008.The orthometric height was determined by differential leveling GE0008.and adjusted by the National Geodetic Survey in June 1991. GE0008 GE0008.The geoid height was determined by GEOID99. GE0008 GE0008.The dynamic height is computed by dividing the NAVD 88 GE0008.geopotential number by the normal gravity value computed on the GE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0008.degrees latitude (g = 980.6199 gals.). GE0008 GE0008.The modeled gravity was interpolated from observed gravity values. GE0008 GE0008; North East Units Estimated Accuracy GE0008;SPC MO E - 118,980. 274,710. MT (+/- 180 meters Scaled) GE0008 GE0008 SUPERSEDED SURVEY CONTROL GE0008 GE0008 NGVD 29 - 103.156 (m) 338.44 (f) ADJ UNCH 1 2 GE0008 GE0008.Superseded values are not recommended for survey control. GE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0008.See file dsdata.txt to determine how the superseded data were derived. GE0008 GE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA474879(NAD 83) GE0008_MARKER: DB = BENCH MARK DISK GE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0008_STAMPING: 338.464 B 14 1932 GE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0008+STABILITY: SURFACE MOTION GE0008 GE0008 HISTORY - Date Condition Report By GE0008 HISTORY - 1932 MONUMENTED CGS GE0008 HISTORY - 1934 GOOD NGS GE0008 HISTORY - 20020831 MARK NOT FOUND USACE GE0008 GE0008 STATION DESCRIPTION GE0008 GE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0008'1 MI SW FROM COBB. GE0008'1 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM GE0008'THE STATION AT COBB, STODDARD COUNTY, 1/8 MILE NORTHEAST OF GE0008'BRIDGE NO. A 180.8, 105 FEET SOUTHWEST OF THE S SIGN ON THE GE0008'SOUTHEAST SIDE OF THE TRACK, BETWEEN POLES 180/18 AND 180/19, GE0008'49.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 20 FEET GE0008'NORTHWEST OF THE CENTERLINE OF A COUNTY ROAD, AND 2.5 FEET GE0008'NORTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED GE0008'338.464 B 14 1932 AND SET IN THE TOP OF A CONCRETE POST GE0008'PROJECTING 5 INCHES ABOVE GROUND. GE0008 GE0008 STATION RECOVERY (2002) GE0008 GE0008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0008'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0043 *********************************************************************** GE0043 DESIGNATION - B 53 GE0043 PID - GE0043 GE0043 STATE/COUNTY- MO/STODDARD GE0043 USGS QUAD - PUXICO (1962) GE0043 GE0043 *CURRENT SURVEY CONTROL GE0043 ___________________________________________________________________ GE0043* NAD 83(1986)- 36 56 13. (N) 090 14 05. (W) SCALED GE0043* NAVD 88 - 103.375 (meters) 339.16 (feet) ADJUSTED GE0043 ___________________________________________________________________ GE0043 GEOID HEIGHT- -29.05 (meters) GEOID99 GE0043 DYNAMIC HT - 103.294 (meters) 338.89 (feet) COMP GE0043 MODELED GRAV- 979,853.3 (mgal) NAVD 88 GE0043 GE0043 VERT ORDER - SECOND CLASS 0 GE0043 GE0043.The horizontal coordinates were scaled from a topographic map and have GE0043.an estimated accuracy of +/- 6 seconds. GE0043 GE0043.The orthometric height was determined by differential leveling GE0043.and adjusted by the National Geodetic Survey in June 1991. GE0043 GE0043.The geoid height was determined by GEOID99. GE0043 GE0043.The dynamic height is computed by dividing the NAVD 88 GE0043.geopotential number by the normal gravity value computed on the GE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0043.degrees latitude (g = 980.6199 gals.). GE0043 GE0043.The modeled gravity was interpolated from observed gravity values. GE0043 GE0043; North East Units Estimated Accuracy GE0043;SPC MO E - 122,490. 273,630. MT (+/- 180 meters Scaled) GE0043 GE0043 SUPERSEDED SURVEY CONTROL GE0043 GE0043 NGVD 29 - 103.408 (m) 339.26 (f) ADJ UNCH 2 0 GE0043 GE0043.Superseded values are not recommended for survey control. GE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0043.See file dsdata.txt to determine how the superseded data were derived. GE0043 GE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA462914(NAD 83) GE0043_MARKER: DB = BENCH MARK DISK GE0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0043_STAMPING: B 53 1934 GE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0043+STABILITY: SURFACE MOTION GE0043 GE0043 HISTORY - Date Condition Report By GE0043 HISTORY - 1934 MONUMENTED CGS GE0043 HISTORY - 1962 GOOD NGS GE0043 HISTORY - 20020831 MARK NOT FOUND USACE GE0043 GE0043 STATION DESCRIPTION GE0043 GE0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 GE0043'2.5 MI W FROM MINGO. GE0043'ABOUT 2.5 MILES WEST FROM MINGO, STODDARD COUNTY, VIA THE ROADS GE0043'THROUGH THE MINGO WILDLIFE REFUGE, ABOUT 2.0 MILES WEST ALONG GE0043'THE ABANDONED ST. LOUIS-SAN FRANCISCO RAILROAD BED, RAILS AND GE0043'TIES REMOVED, ABOUT 2000 FEET EAST ALONG THE ABANDONED RAILROAD GE0043'FROM A CROSSROAD, WITH THE EAST-WEST ROAD ON TOP OF THE GE0043'ABANDONED ROADBED, 650 FEET EAST FROM THE WEST EDGE OF A TIMBER GE0043'LINE, INTO THE TIMBER ALONG THE ABANDONED RAILROAD GRADE, 39 GE0043'FEET NORTH OF THE CENTER OF THE GRADE, A STD TABLET STAMPED GE0043'B 53 1934, SET IN A CONC. POST. GE0043 GE0043 STATION RECOVERY (2002) GE0043 GE0043'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0043'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0939 *********************************************************************** GE0939 DESIGNATION - BOYD 2 GE0939 PID - GE0939 GE0939 STATE/COUNTY- MO/STODDARD GE0939 USGS QUAD - POWE (1984) GE0939 GE0939 *CURRENT SURVEY CONTROL GE0939 ___________________________________________________________________ GE0939* NAD 83(1997)- 36 43 14.62700(N) 090 00 31.17777(W) ADJUSTED GE0939* NAVD 88 - 137. (meters) 449. (feet) SCALED GE0939 ___________________________________________________________________ GE0939 LAPLACE CORR- 2.50 (seconds) DEFLEC99 GE0939 GEOID HEIGHT- -28.57 (meters) GEOID99 GE0939 GE0939 HORZ ORDER - FIRST GE0939 GE0939.The horizontal coordinates were established by classical geodetic methods GE0939.and adjusted by the National Geodetic Survey in February 2000. GE0939 GE0939.The orthometric height was scaled from a topographic map. GE0939 GE0939.The Laplace correction was computed from DEFLEC99 derived deflections. GE0939 GE0939.The geoid height was determined by GEOID99. GE0939 GE0939; North East Units Scale Converg. GE0939;SPC MO E - 98,575.149 293,891.607 MT 0.99995706 +0 17 37.6 GE0939;UTM 15 - 4,068,064.852 767,162.743 MT 1.00047944 +1 47 22.7 GE0939;UTM 16 - 4,068,113.341 231,289.877 MT 1.00048966 -1 48 00.0 GE0939 GE0939: Primary Azimuth Mark Grid Az GE0939:SPC MO E - BOYD 2 AZ MK 045 47 24.9 GE0939:UTM 15 - BOYD 2 AZ MK 044 17 39.8 GE0939:UTM 16 - BOYD 2 AZ MK 047 53 02.5 GE0939 GE0939|---------------------------------------------------------------------| GE0939| PID Reference Object Distance Geod. Az | GE0939| dddmmss.s | GE0939| GD1857 DEXTER MUNICIPAL TANK APPROX. 8.8 KM 0314505.1 | GE0939| GD1856 AIRPORT BEACON DEXTER MUN APT APPROX. 9.4 KM 0415643.7 | GE0939| GD1944 BOYD 2 AZ MK 0460502.5 | GE0939| GE1279 BOYD 2 RM 3 23.700 METERS 09419 | GE0939| GD1847 BERNIE MUNICIPAL TANK APPROX. 6.8 KM 1472323.2 | GE0939| GE0940 BOYD 100.307 METERS 15007 | GE0939| GE1280 BOYD 2 RM 4 31.450 METERS 23508 | GE0939|---------------------------------------------------------------------| GE0939 GE0939 SUPERSEDED SURVEY CONTROL GE0939 GE0939 NAD 83(1997)- 36 43 14.62830(N) 090 00 31.17855(W) AD( ) 1 GE0939 NAD 83(1997)- 36 43 14.63463(N) 090 00 31.17646(W) AD( ) 1 GE0939 NAD 83(1986)- 36 43 14.63780(N) 090 00 31.17651(W) AD( ) 1 GE0939 NAD 27 - 36 43 14.44240(N) 090 00 30.84430(W) AD( ) 1 GE0939 GE0939.Superseded values are not recommended for survey control. GE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0939.See file dsdata.txt to determine how the superseded data were derived. GE0939 GE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6716368065(NAD 83) GE0939_MARKER: DS = TRIANGULATION STATION DISK GE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0939 GE0939 HISTORY - Date Condition Report By GE0939 HISTORY - 1954 MONUMENTED CGS GE0939 HISTORY - 20020831 MARK NOT FOUND USACE GE0939 GE0939 STATION DESCRIPTION GE0939 GE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0939'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF DEXTER GE0939'AND ABOUT 4.0 MILES NORTHWEST OF BERNIE IN THE NORTH EDGE OF GE0939'A GRAVEL PIT, 120 FEET EAST OF A FENCE CORNER AND 10 FEET GE0939'SOUTH OF AN EAST-WEST FENCE LINE. IT IS STAMPED BOYD 2 1954 GE0939'AND PROJECTS 4 INCHES. GE0939' GE0939'REFERENCE MARK NO. 3 IS IN THE NORTH EDGE OF GRAVEL PIT, 198 GE0939'FEET EAST OF A FENCE CORNER AND 12 FEET SOUTH OF AN EAST-WEST GE0939'FENCE LINE. IT IS STAMPED BOYD 2 NO 3 1954 AND PROJECTS GE0939'2 INCHES. GE0939' GE0939'REFERENCE MARK NO. 4 IS NEAR THE NORTHWEST CORNER OF GRAVEL GE0939'PIT, 50 FEET SOUTHEAST OF A FENCE CORNER AND IS ABOUT 4 FEET GE0939'HIGHER IN ELEVATION THAN THE STATION. IT IS STAMPED BOYD 2 NO GE0939'4 1954 AND PROJECTS 2 INCHES. GE0939' GE0939'BOYD 1930 IS ON THE HIGHEST POINT OF GROUND IN THE CENTER GE0939'OF GRAVEL PIT. IT IS A 3/8 INCH TOWER NUT CENTERED IN A MASS GE0939'OF CONCRETE AND IS ABOUT 3 FEET BELOW THE GROUND SURFACE. GE0939' GE0939'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY ACROSS ROAD FROM THE GE0939'BOYD SCHOOL, 125 FEET SOUTH OF THE CENTER OF COUNTY ROUTE H, GE0939'18 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET GE0939'NORTH OF A POWER LINE POLE. IT IS STAMPED BOYD 2 1954 AND GE0939'PROJECTS 3 INCHES. GE0939' GE0939'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO EAST GE0939'AND NORTH ON STATE HIGHWAY 25 FOR 4.2 MILES TO JUNCTION WITH GE0939'COUNTY ROUTE H, TURN LEFT AND GO WEST ON COUNTY ROUTE H FOR GE0939'2.0 MILES TO A T ROAD LEFT AT THE BOYD SCHOOL AND THE AZIMUTH GE0939'MARK ON LEFT AS DESCRIBED. TURN LEFT AND GO SOUTH ON GRAVELED GE0939'ROAD FOR 0.3 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST GE0939'FOR 0.4 MILE TO A FORK AT A GRAVEL PIT, TAKE RIGHT FORK FOR GE0939'0.15 MILE TO STATION IN NORTH EDGE OF GRAVEL PIT AS DESCRIBED. GE0939' GE0939'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE0939 GE0939 STATION RECOVERY (2002) GE0939 GE0939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0939'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0010 *********************************************************************** GE0010 DESIGNATION - C 14 GE0010 PID - GE0010 GE0010 STATE/COUNTY- MO/STODDARD GE0010 USGS QUAD - ROMBAUER (1966) GE0010 GE0010 *CURRENT SURVEY CONTROL GE0010 ___________________________________________________________________ GE0010* NAD 83(1986)- 36 52 17. (N) 090 15 12. (W) SCALED GE0010* NAVD 88 - 105.218 (meters) 345.20 (feet) ADJUSTED GE0010 ___________________________________________________________________ GE0010 GEOID HEIGHT- -29.05 (meters) GEOID99 GE0010 DYNAMIC HT - 105.135 (meters) 344.93 (feet) COMP GE0010 MODELED GRAV- 979,847.5 (mgal) NAVD 88 GE0010 GE0010 VERT ORDER - FIRST CLASS II GE0010 GE0010.The horizontal coordinates were scaled from a topographic map and have GE0010.an estimated accuracy of +/- 6 seconds. GE0010 GE0010.The orthometric height was determined by differential leveling GE0010.and adjusted by the National Geodetic Survey in June 1991. GE0010 GE0010.The geoid height was determined by GEOID99. GE0010 GE0010.The dynamic height is computed by dividing the NAVD 88 GE0010.geopotential number by the normal gravity value computed on the GE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0010.degrees latitude (g = 980.6199 gals.). GE0010 GE0010.The modeled gravity was interpolated from observed gravity values. GE0010 GE0010; North East Units Estimated Accuracy GE0010;SPC MO E - 115,210. 271,990. MT (+/- 180 meters Scaled) GE0010 GE0010 SUPERSEDED SURVEY CONTROL GE0010 GE0010 NGVD 29 - 105.240 (m) 345.27 (f) ADJ UNCH 1 2 GE0010 GE0010.Superseded values are not recommended for survey control. GE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0010.See file dsdata.txt to determine how the superseded data were derived. GE0010 GE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA448841(NAD 83) GE0010_MARKER: DB = BENCH MARK DISK GE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0010_STAMPING: 345.301 C 14 1932 GE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0010+STABILITY: SURFACE MOTION GE0010 GE0010 HISTORY - Date Condition Report By GE0010 HISTORY - 1932 MONUMENTED CGS GE0010 HISTORY - 1934 GOOD NGS GE0010 HISTORY - 20020830 MARK NOT FOUND USACE GE0010 GE0010 STATION DESCRIPTION GE0010 GE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0010'0.8 MI SW FROM DALE. GE0010'0.8 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0010'FROM THE STATION AT DALE, STODDARD COUNTY, 5 POLES NORTHEAST OF GE0010'A ROAD CROSSING, 3-1/4 RAILS NORTHEAST OF THE NORTHEAST END OF GE0010'BRIDGE NO. 183.6 OVER ST. FRANCIS RIVER, 62.5 FEET SOUTH OF POLE GE0010'183/15, 14 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, IN THE GE0010'SOUTHEAST EDGE OF THE SHOULDER OF THE RAILROAD BED, AND SLIGHTLY GE0010'LOWER THAN THE RAIL. A STANDARD DISK, STAMPED 345.301 C 14 1932 GE0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES GE0010'ABOVE GROUND. GE0010 GE0010 STATION RECOVERY (2002) GE0010 GE0010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0010'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0031 *********************************************************************** GE0031 DESIGNATION - DUDLEY GE0031 PID - GE0031 GE0031 STATE/COUNTY- MO/STODDARD GE0031 USGS QUAD - DUDLEY (1962) GE0031 GE0031 *CURRENT SURVEY CONTROL GE0031 ___________________________________________________________________ GE0031* NAD 83(1997)- 36 47 19.05886(N) 090 05 37.85729(W) ADJUSTED GE0031* NAVD 88 - 108.602 (meters) 356.31 (feet) ADJUSTED GE0031 ___________________________________________________________________ GE0031 LAPLACE CORR- 3.77 (seconds) DEFLEC99 GE0031 GEOID HEIGHT- -28.71 (meters) GEOID99 GE0031 DYNAMIC HT - 108.518 (meters) 356.03 (feet) COMP GE0031 MODELED GRAV- 979,858.1 (mgal) NAVD 88 GE0031 GE0031 HORZ ORDER - FIRST GE0031 VERT ORDER - SECOND CLASS 0 GE0031 GE0031.The horizontal coordinates were established by classical geodetic methods GE0031.and adjusted by the National Geodetic Survey in February 2000. GE0031 GE0031.The orthometric height was determined by differential leveling GE0031.and adjusted by the National Geodetic Survey in June 1991. GE0031 GE0031.The Laplace correction was computed from DEFLEC99 derived deflections. GE0031 GE0031.The geoid height was determined by GEOID99. GE0031 GE0031.The dynamic height is computed by dividing the NAVD 88 GE0031.geopotential number by the normal gravity value computed on the GE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0031.degrees latitude (g = 980.6199 gals.). GE0031 GE0031.The modeled gravity was interpolated from observed gravity values. GE0031 GE0031; North East Units Scale Converg. GE0031;SPC MO E - 106,073.883 286,249.652 MT 0.99994952 +0 14 35.6 GE0031;UTM 15 - 4,075,365.039 759,323.573 MT 1.00042857 +1 44 28.9 GE0031 GE0031: Primary Azimuth Mark Grid Az GE0031:SPC MO E - DUDLEY AZ MK 318 23 20.2 GE0031:UTM 15 - DUDLEY AZ MK 316 53 26.9 GE0031 GE0031|---------------------------------------------------------------------| GE0031| PID Reference Object Distance Geod. Az | GE0031| dddmmss.s | GE0031| GD1862 MEMPHIS ST LOUIS AIRWAY BCN 47 APPROX.26.1 KM 0303221.4 | GE0031| GD1859 MEMPHIS ST LOUIS AIRWAY BCN 46 APPROX.14.3 KM 0705922.4 | GE0031| CI4340 DUDLEY RM 1 44.528 METERS 29345 | GE0031| CI4339 DUDLEY AZ MK 3183755.8 | GE0031| GE0936 P 5 2 25.903 METERS 34618 | GE0031|---------------------------------------------------------------------| GE0031 GE0031 SUPERSEDED SURVEY CONTROL GE0031 GE0031 NAD 83(1997)- 36 47 19.06019(N) 090 05 37.85780(W) AD( ) 1 GE0031 NAD 83(1997)- 36 47 19.06436(N) 090 05 37.85532(W) AD( ) 1 GE0031 NAD 83(1986)- 36 47 19.06990(N) 090 05 37.85649(W) AD( ) 1 GE0031 NAD 27 - 36 47 18.87500(N) 090 05 37.50900(W) AD( ) 1 GE0031 NGVD 29 - 108.623 (m) 356.37 (f) ADJ UNCH 2 0 GE0031 GE0031.Superseded values are not recommended for survey control. GE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0031.See file dsdata.txt to determine how the superseded data were derived. GE0031 GE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5932475365(NAD 83) GE0031_MARKER: Q = CHISELED SQUARE GE0031_SETTING: 30 = PORCH GE0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0031 GE0031 HISTORY - Date Condition Report By GE0031 HISTORY - 1938 MONUMENTED CGS GE0031 HISTORY - 1933 GOOD NGS GE0031 HISTORY - 20020831 MARK NOT FOUND USACE GE0031 GE0031 STATION DESCRIPTION GE0031 GE0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM) GE0031'STATION IS IN THE SOUTH EDGE OF DUDLEY, IN THE NW 1/4 SEC. GE0031'28, T. 25 N., R. 9 E., 18.5 FEET SOUTHWEST OF THE NORTHWEST GE0031'CORNER OF J.C. EDMONDSONS STORE, ABOUT 30 FEET SOUTH OF GE0031'THE CENTER LINE OF THE ROAD, AND ABOUT 100 FEET SOUTH OF CENTER GE0031'LINE OF THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD. GE0031'THE MARK IS SET FLUSH WITH THE GROUND. GE0031' GE0031'STATION WAS REACHED FROM THE POST OFFICE IN DUDLEY BY GOING GE0031'SOUTH ON MAIN STREET FOR 1 BLOCK. JUST AFTER CROSSING GE0031'RAILROAD TRACKS TURN RIGHT OR WEST AND GO 100 FEET TO THE GE0031'STATION ON THE SOUTH SIDE OF THE STREET. GE0031' GE0031'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD GE0031'BRONZE DISKS SET IN CONCRETE. GE0031' GE0031'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF THE STATION, 8 GE0031'FEET EAST OF A TELEGRAPH POLE, 33 FEET SOUTH OF THE SOUTH GE0031'RAIL OF THE RAILROAD TRACKS, 30 FEET NORTH OF THE CENTER GE0031'LINE, AND PROJECTS 6 INCHES. GE0031' GE0031'U.S.E.D. *P-5-2 WAS USED AS THE OTHER REFERENCE MARK. IT GE0031'IS NORTH OF THE STATION, 20 FEET NORTHWEST OF THE TELEGRAPH GE0031'POLE, 20 FEET SOUTH OF THE MAIN LINE OF RAILROAD TRACKS, GE0031'AND PROJECTS 2 INCHES. GE0031' GE0031'DISTANCE BETWEEN REFERENCE MARKS - 116 FEET. GE0031' GE0031'THE AZIMUTH MARK IS NORTHWEST OF THE STATION IN THE NORTH GE0031'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 60, ABOUT 40 FEET GE0031'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 60 WHERE A GE0031'GRAVEL ROAD COMES IN FROM THE EAST. THE MARK PROJECTS 6 GE0031'INCHES. GE0031' GE0031'A 100-FOOT TOWER CLEARED ALL LINES. GE0031' GE0031'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS. GE0031 GE0031 STATION RECOVERY (1933) GE0031 GE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933 GE0031'AT DUDLEY. GE0031'AT DUDLEY, STODDARD COUNTY, AT THE DUDLEY STORE COMPANY BUILDING GE0031'ON THE CONCRETE PORCH, AND 7 FEET EAST OF THE NORTHWEST CORNER. GE0031'A CHISELED SQUARE. GE0031 GE0031 STATION RECOVERY (2002) GE0031 GE0031'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0031'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0004 *********************************************************************** GE0004 DESIGNATION - F 13 GE0004 PID - GE0004 GE0004 STATE/COUNTY- MO/STODDARD GE0004 USGS QUAD - PUXICO (1962) GE0004 GE0004 *CURRENT SURVEY CONTROL GE0004 ___________________________________________________________________ GE0004* NAD 83(1986)- 36 57 00. (N) 090 09 31. (W) SCALED GE0004* NAVD 88 - 112.885 (meters) 370.36 (feet) ADJUSTED GE0004 ___________________________________________________________________ GE0004 GEOID HEIGHT- -28.92 (meters) GEOID99 GE0004 DYNAMIC HT - 112.797 (meters) 370.07 (feet) COMP GE0004 MODELED GRAV- 979,854.0 (mgal) NAVD 88 GE0004 GE0004 VERT ORDER - FIRST CLASS II GE0004 GE0004.The horizontal coordinates were scaled from a topographic map and have GE0004.an estimated accuracy of +/- 6 seconds. GE0004 GE0004.The orthometric height was determined by differential leveling GE0004.and adjusted by the National Geodetic Survey in June 1991. GE0004 GE0004.The geoid height was determined by GEOID99. GE0004 GE0004.The dynamic height is computed by dividing the NAVD 88 GE0004.geopotential number by the normal gravity value computed on the GE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0004.degrees latitude (g = 980.6199 gals.). GE0004 GE0004.The modeled gravity was interpolated from observed gravity values. GE0004 GE0004; North East Units Estimated Accuracy GE0004;SPC MO E - 123,960. 280,410. MT (+/- 180 meters Scaled) GE0004 GE0004 SUPERSEDED SURVEY CONTROL GE0004 GE0004 NGVD 29 - 112.918 (m) 370.47 (f) ADJ UNCH 1 2 GE0004 GE0004.Superseded values are not recommended for survey control. GE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0004.See file dsdata.txt to determine how the superseded data were derived. GE0004 GE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA530930(NAD 83) GE0004_MARKER: P = PIPE CAP GE0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GE0004_STAMPING: 370.495 FT PRIM TRAV STA NO F 13 MO 1924 GE0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GE0004 GE0004 HISTORY - Date Condition Report By GE0004 HISTORY - 1924 MONUMENTED USGS GE0004 HISTORY - 1934 GOOD NGS GE0004 HISTORY - 20020831 MARK NOT FOUND USACE GE0004 GE0004 STATION DESCRIPTION GE0004 GE0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0004'AT PUXICO. GE0004'AT PUXICO, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0004'RAILWAY, 45 YARDS SOUTH OF THE STATION, 89.5 FEET SOUTHEAST OF GE0004'THE CENTERLINE OF THE TRACK, 89.5 FEET SOUTHEAST OF THE GE0004'CENTERLINE OF THE TRACK, 60 FEET NORTH OF THE INTERSECTION OF TWO GE0004'STREETS, 7 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK, GE0004'AND 2 FEET NORTHWEST OF THE BANK OF A DRAINAGE DITCH. A UNITED GE0004'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 370.495 FT PRIM GE0004'TRAV STA NO F 13 MO 1924 AND RIVETED ON THE TOP OF A 3-1/2 INCH GE0004'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND. GE0004 GE0004 STATION RECOVERY (2002) GE0004 GE0004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0004'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0942 *********************************************************************** GE0942 DESIGNATION - HARRINGTON GE0942 PID - GE0942 GE0942 STATE/COUNTY- MO/STODDARD GE0942 USGS QUAD - POWE (1984) GE0942 GE0942 *CURRENT SURVEY CONTROL GE0942 ___________________________________________________________________ GE0942* NAD 83(1997)- 36 40 11.88027(N) 090 01 11.16893(W) ADJUSTED GE0942* NAVD 88 - 91. (meters) 299. (feet) SCALED GE0942 ___________________________________________________________________ GE0942 LAPLACE CORR- 1.65 (seconds) DEFLEC99 GE0942 GEOID HEIGHT- -28.63 (meters) GEOID99 GE0942 GE0942 HORZ ORDER - THIRD GE0942 GE0942.The horizontal coordinates were established by classical geodetic methods GE0942.and adjusted by the National Geodetic Survey in February 2000. GE0942 GE0942.The orthometric height was scaled from a topographic map. GE0942 GE0942.The Laplace correction was computed from DEFLEC99 derived deflections. GE0942 GE0942.The geoid height was determined by GEOID99. GE0942 GE0942; North East Units Scale Converg. GE0942;SPC MO E - 92,937.170 292,927.472 MT 0.99995603 +0 17 12.5 GE0942;UTM 15 - 4,062,400.694 766,345.599 MT 1.00047408 +1 46 51.1 GE0942;UTM 16 - 4,062,511.319 230,119.893 MT 1.00049743 -1 48 16.2 GE0942 GE0942: Primary Azimuth Mark Grid Az GE0942:SPC MO E - HARRINGTON AZ MK 177 33 58.7 GE0942:UTM 15 - HARRINGTON AZ MK 176 04 20.1 GE0942:UTM 16 - HARRINGTON AZ MK 179 39 27.4 GE0942 GE0942|---------------------------------------------------------------------| GE0942| PID Reference Object Distance Geod. Az | GE0942| dddmmss.s | GE0942| CI3782 HARRINGTON RM 1 29.060 METERS 03729 | GE0942| GD1847 BERNIE MUNICIPAL TANK APPROX. 4.7 KM 0913935.9 | GE0942| GE0941 P 6102 23.034 METERS 09644 | GE0942| CI3781 HARRINGTON AZ MK 1775111.2 | GE0942|---------------------------------------------------------------------| GE0942 GE0942 SUPERSEDED SURVEY CONTROL GE0942 GE0942 NAD 83(1997)- 36 40 11.88175(N) 090 01 11.16983(W) AD( ) 3 GE0942 NAD 83(1997)- 36 40 11.88991(N) 090 01 11.16786(W) AD( ) 3 GE0942 NAD 83(1986)- 36 40 11.89117(N) 090 01 11.16734(W) AD( ) 3 GE0942 NAD 27 - 36 40 11.68890(N) 090 01 10.83460(W) AD( ) 3 GE0942 GE0942.Superseded values are not recommended for survey control. GE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0942.See file dsdata.txt to determine how the superseded data were derived. GE0942 GE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6634662401(NAD 83) GE0942_MARKER: DS = TRIANGULATION STATION DISK GE0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0942 GE0942 HISTORY - Date Condition Report By GE0942 HISTORY - 1954 MONUMENTED CGS GE0942 HISTORY - 20020831 MARK NOT FOUND USACE GE0942 GE0942 STATION DESCRIPTION GE0942 GE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0942'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF POWE, AND GE0942'3 MILES WEST OF BERNIE IN THE SOUTHWEST CORNER OF THE FARMYARD GE0942'OF MR. I. HARRINGTON. IT IS 123.5 FEET SOUTH OF THE SOUTHWEST GE0942'CORNER OF THE HOUSE, 80 FEET WEST OF A POWERLINE BRACE POLE, AND GE0942'43 FEET NORTH OF THE CENTER OF A GRAVELED ROAD. IT IS STAMPED GE0942'HARRINGTON 1954 AND IS SET FLUSH. GE0942' GE0942'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF THE DRIVEWAY GE0942'TO THE FARMHOUSE, AND 12 FEET SOUTH OF A LARGE MAPLE TREE. GE0942'IT IS STAMPED HARRINGTON NO 1 1954 AND IS SET FLUSH. GE0942' GE0942'A U.S. ENGINEERS MARK WAS USED AS REFERENCE MARK 1. IT IS GE0942'33 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 16 FEET GE0942'NORTH OF A POWERLINE BRACE POLE, AND 9 FEET WEST OF THE GE0942'DRIVEWAY TO THE FARMHOUSE. IT IS STAMPED P 6102 AND IS SET GE0942'FLUSH. GE0942' GE0942'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 86.27 FEET. GE0942' GE0942'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF COUNTY ROUTE GE0942'U, 1.5 FEET EAST OF POWERLINE POLE M4C686, AND 1.5 FEET GE0942'EAST OF A FENCE LINE. IT IS STAMPED HARRINGTON 1954 AND GE0942'PROJECTS 3 INCHES. GE0942' GE0942'TO REACH THE STATION FROM THE POST OFFICE IN BERNIE, GO WEST GE0942'FOR 2.7 MILES TO WHERE COUNTY ROUTE U CURVES TO THE SOUTH, GE0942'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FARMHOUSE AND THE GE0942'STATION ON THE RIGHT. GE0942' GE0942'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1 GE0942'MILE TO COUNTY ROUTE U, TURN RIGHT ON COUNTY ROUTE U AND GO GE0942'SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. GE0942' GE0942'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE0942 GE0942 STATION RECOVERY (2002) GE0942 GE0942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0942'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0938 *********************************************************************** GE0938 DESIGNATION - ROCK GE0938 PID - GE0938 GE0938 STATE/COUNTY- MO/STODDARD GE0938 USGS QUAD - PUXICO (1962) GE0938 GE0938 *CURRENT SURVEY CONTROL GE0938 ___________________________________________________________________ GE0938* NAD 83(1997)- 36 53 44.30368(N) 090 08 09.25246(W) ADJUSTED GE0938* NAVD 88 - 143. (meters) 469. (feet) SCALED GE0938 ___________________________________________________________________ GE0938 LAPLACE CORR- 3.36 (seconds) DEFLEC99 GE0938 GEOID HEIGHT- -28.86 (meters) GEOID99 GE0938 GE0938 HORZ ORDER - FIRST GE0938 GE0938.The horizontal coordinates were established by classical geodetic methods GE0938.and adjusted by the National Geodetic Survey in February 2000. GE0938 GE0938.The orthometric height was scaled from a topographic map. GE0938 GE0938.The Laplace correction was computed from DEFLEC99 derived deflections. GE0938 GE0938.The geoid height was determined by GEOID99. GE0938 GE0938; North East Units Scale Converg. GE0938;SPC MO E - 117,933.723 282,450.978 MT 0.99994630 +0 13 06.9 GE0938;UTM 15 - 4,087,126.877 755,213.830 MT 1.00040249 +1 43 13.5 GE0938 GE0938: Primary Azimuth Mark Grid Az GE0938:SPC MO E - ROCK AZ MK 312 05 48.0 GE0938:UTM 15 - ROCK AZ MK 310 35 41.4 GE0938 GE0938|---------------------------------------------------------------------| GE0938| PID Reference Object Distance Geod. Az | GE0938| dddmmss.s | GE0938| GD1862 MEMPHIS ST LOUIS AIRWAY BCN 47 APPROX.20.0 KM 0580220.6 | GE0938| GD1859 MEMPHIS ST LOUIS AIRWAY BCN 46 APPROX.18.7 KM 1123713.1 | GE0938| GD1857 DEXTER MUNICIPAL TANK APPROX.19.9 KM 1263549.6 | GE0938| CI5418 ROCK RM 1 48.936 METERS 26730 | GE0938| CI5417 ROCK AZ MK 3121854.9 | GE0938| CI5419 ROCK RM 2 46.604 METERS 35900 | GE0938|---------------------------------------------------------------------| GE0938 GE0938 SUPERSEDED SURVEY CONTROL GE0938 GE0938 NAD 83(1997)- 36 53 44.30555(N) 090 08 09.25281(W) AD( ) 1 GE0938 NAD 83(1997)- 36 53 44.30955(N) 090 08 09.25135(W) AD( ) 1 GE0938 NAD 83(1986)- 36 53 44.31522(N) 090 08 09.25191(W) AD( ) 1 GE0938 NAD 27 - 36 53 44.12320(N) 090 08 08.89720(W) AD( ) 1 GE0938 GE0938.Superseded values are not recommended for survey control. GE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0938.See file dsdata.txt to determine how the superseded data were derived. GE0938 GE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5521487127(NAD 83) GE0938_MARKER: DS = TRIANGULATION STATION DISK GE0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0938+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002 GE0938 GE0938 HISTORY - Date Condition Report By GE0938 HISTORY - 1938 MONUMENTED CGS GE0938 HISTORY - 1954 GOOD CGS GE0938 HISTORY - 1963 GOOD CGS GE0938 HISTORY - 20020903 GOOD USACE GE0938 GE0938 STATION DESCRIPTION GE0938 GE0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM) GE0938'STATION IS LOCATED ABOUT 12 MILES WEST OF BLOOMFIELD AND 4 MILES GE0938'SOUTH OF PUXICO IN SW 1/4 OF SEC. 13, T. 26 N., R. 8 E. GE0938'(OWNERSHIP COULD NOT BE LEARNED). GE0938' GE0938'TO REACH FROM PUXICO, GO SOUTH 3.0 MILES ON HIGHWAY 51 TO GE0938'COUNTY ROAD J LEFT, GO LEFT 2.1 MILES, JUST PAST CURVE, TURN GE0938'SHARP RIGHT ON DIRT ROAD AND GO 0.7 MILE TO CHURCH ROAD, GO GE0938'RIGHT ON CHURCH ROAD FOR 0.2 MILE TO CEMETERY ON LEFT AND GE0938'STATION ON RIGHT. STATION IS IN NORTHEAST CORNER OF ROCK GE0938'HILL CEMETERY AND ABOUT 100 YARDS SOUTHWEST OF A GRAVEL PIT, GE0938'65.5 FEET NORTH-NORTHWEST OF THE MORGAN HEADSTONE, 83.5 FEET GE0938'EAST-NORTHEAST OF THE KENLEY HEADSTONE. THE MARK PROJECTS 8 GE0938'INCHES, AND IS STAMPED ROCK 1938. GE0938' GE0938'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD GE0938'BRONZE DISKS SET IN CONCRETE. GE0938' GE0938'REFERENCE MARK NO. 1 IS WEST OF STATION IN THE FENCE LINE, GE0938'PROJECTS 8 INCHES, AND IS STAMPED ROCK NO. 1 1938. REFERENCE GE0938'MARK NO. 2 IS NORTH OF STATION, PROJECTS 8 INCHES, AND IS GE0938'STAMPED ROCK NO. 2 1938. GE0938' GE0938'AZIMUTH MARK IS ABOUT 1 MILE NORTHWEST OF STATION, IN THE FRONT GE0938'YARD OF T. HODGE, ABOUT 59 FEET EAST-NORTHEAST OF HIS MAILBOX, GE0938'51 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HIS HOUSE, GE0938'10 FEET NORTH OF THE BANK ON NORTH SIDE OF COUNTY ROAD J, 75 GE0938'FEET WEST OF THE FENCE CORNER AT THE SOUTHEAST CORNER OF T. GE0938'HODGES FRONT YARD, AND 1.4 MILES EAST OF HIGHWAY 51. GE0938' GE0938'67-FOOT TOWER WILL SEE 100-FOOT LIGHT STAND AT BLUFF. GE0938' GE0938'67-FOOT TOWER WILL SEE 110-FOOT LIGHT STAND AT HEAD. GE0938' GE0938'67-FOOT TOWER WILL SEE 110-FOOT LIGHT STAND AT DUDLEY. GE0938' GE0938'67-FOOT TOWER WILL SEE 87-FOOT LIGHT STAND AT BOYD. GE0938' GE0938'67-FOOT TOWER WILL SEE 110-FOOT LIGHT STAND AT BELL. GE0938' GE0938'67-FOOT TOWER WILL SEE 100-FOOT LIGHT STAND AT P.T.S. 59-S GE0938'(U.S.G.S.). GE0938' GE0938'100-FOOT LIGHT AT POOR IS VISIBLE AT THE GROUND FROM ROCK. GE0938' GE0938'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS. GE0938 GE0938 STATION RECOVERY (1954) GE0938 GE0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE) GE0938'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN GE0938'GOOD CONDITION, AS DESCRIBED IN 1930. GE0938' GE0938'FOLLOWING IS A NEW DESCRIPTION. GE0938' GE0938'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF DEXTER, 12 GE0938'MILES WEST OF BLOOMFIELD AND 4 MILES SOUTH OF PUXICO. IT IS GE0938'SITUATED IN THE NORTHEAST CORNER OF THE ROCK HILL CEMETERY, GE0938'ABOUT 100 YARDS SOUTHWEST OF A GRAVEL PIT. THE MARK PROJECTS GE0938'8 INCHES AND IS STAMPED ROCK 1938. GE0938' GE0938'REFERENCE MARK NO. 1 IS WEST OF THE STATION IN A FENCE LINE, GE0938'PROJECTS 8 INCHES AND IS STAMPED ROCK NO. 1 1938. GE0938' GE0938'REFERENCE MARK NO. 2 IS NORTH OF STATION, PROJECTS 8 INCHES GE0938'AND IS STAMPED ROCK NO. 2 1938. GE0938' GE0938'AZIMUTH MARK IS ABOUT 1 MILE NORTHWEST OF THE STATION, 51 FEET GE0938'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 10 FEET GE0938'NORTH OF THE NORTH BANK OF COUNTY ROAD J AND 1.4 MILES EAST OF GE0938'HIGHWAY 51 AND IS FLUSH WITH THE GROUND. GE0938' GE0938'TO REACH THE STATION FROM PUXICO, GO SOUTH ON HIGHWAY 51 FOR 3.0 GE0938'MILES TO THE JUNCTION OF COUNTY ROAD J, TURN LEFT, EAST, ON GE0938'COUNTY ROAD J AND GO 1.4 MILES TO THE AZIMUTH MARK ON THE GE0938'LEFT, CONTINUE EAST FOR 0.7 MILE TO ROCK HILL BAPTIST CHURCH GE0938'ROAD, TURN RIGHT, SOUTH, AND GO 0.7 MILES TO ROCK HILL BAPTIST GE0938'CHURCH, TURN RIGHT, WEST, AND FOLLOW CEMETERY ROAD FOR 0.2 MILES GE0938'TO THE STATION AS DESCRIBED. GE0938 GE0938 STATION RECOVERY (1963) GE0938 GE0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0938'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD GE0938'CONDITION. THE DISTANCE AND DIRECTION TO THE MARKS CHECKED. GE0938'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS. GE0938' GE0938'LOCATED ABOUT 12 MILES WEST OF BLOOMFIELD, 4 MILES SOUTH OF GE0938'PUXICO, IN THE SW 1/4 OF SEC. 13, T-26-N, R-8-E, AND ON THE GE0938'PROPERTY OF WILKEY AND LANKFORD INC. IT IS 27 FEET NORTHEAST GE0938'OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE CENTERLINE OF A GE0938'CEMETERY ROAD, 12 FEET NORTH OF A FENCE AND 5 FEET NORTH OF A GE0938'WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK GE0938'IS STAMPED ROCK 1938. GE0938' GE0938'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 GE0938'AND COUNTY ROAD PP IN PUXICO, GO SOUTH ON HIGHWAY 51 FOR 3.5 GE0938'MILES TO A SIDE ROAD LEFT (COUNTY ROAD J). TURN LEFT AND GO EAST GE0938'ON ROAD J FOR 1.35 MILES TO THE AZIMUTH MARK ON THE LEFT. GE0938'CONTINUE EAST ON ROAD J FOR 0.7 MILE TO A GRAVELED CROSSROAD GE0938'AND A SIGN ON THE RIGHT PROVIDENCE MISSIONARY BAPTIST CHURCH. GE0938'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.65 MILE TO A GE0938'SIDE ROAD RIGHT AND A CHURCH ON THE RIGHT. TURN RIGHT PASSING GE0938'SOUTH OF THE CHURCH AND GO WEST ALONG THE NORTH EDGE OF THE GE0938'CEMETERY FOR 0.15 MILE TO THE STATION ON THE RIGHT. GE0938' GE0938'REFERENCE MARK 1 IS 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, GE0938'44 FEET NORTHWEST OF AN 18 INCH OAK TREE AND 1 FOOT SOUTH OF GE0938'A FENCE. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS GE0938'STAMPED ROCK NO 1 1938. GE0938' GE0938'REFERENCE MARK 2 IS 158 FEET NORTHWEST OF THE WITNESS POST, 71 GE0938'FEET NORTHWEST OF AN 18 INCH OAK TREE, AND 48 FEET SOUTH OF THE GE0938'HIGHEST POINT OF A SMALL HILL. THE MONUMENT PROJECTS 2 INCHES GE0938'AND THE DISK IS STAMPED ROCK NO 2 1938. GE0938' GE0938'THE AZIMUTH MARK IS 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GE0938'A FRAME HOUSE, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, GE0938'33 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 22 FEET SOUTHWEST GE0938'OF A 40 INCH OAK TREE AND ON THE PROPERTY OF MR. ROY J. KING. GE0938'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ROCK 1938. GE0938' GE0938'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GE0938 GE0938 STATION RECOVERY (2002) GE0938 GE0938'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0938'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0935 *********************************************************************** GE0935 DESIGNATION - SKELTON GE0935 PID - GE0935 GE0935 STATE/COUNTY- MO/STODDARD GE0935 USGS QUAD - ACORN RIDGE (1978) GE0935 GE0935 *CURRENT SURVEY CONTROL GE0935 ___________________________________________________________________ GE0935* NAD 83(1997)- 36 56 16.82859(N) 090 03 25.61767(W) ADJUSTED GE0935* NAVD 88 - 137. (meters) 449. (feet) SCALED GE0935 ___________________________________________________________________ GE0935 LAPLACE CORR- 4.10 (seconds) DEFLEC99 GE0935 GEOID HEIGHT- -28.71 (meters) GEOID99 GE0935 GE0935 HORZ ORDER - THIRD GE0935 GE0935.The horizontal coordinates were established by classical geodetic methods GE0935.and adjusted by the National Geodetic Survey in February 2000. GE0935 GE0935.The orthometric height was scaled from a topographic map. GE0935 GE0935.The Laplace correction was computed from DEFLEC99 derived deflections. GE0935 GE0935.The geoid height was determined by GEOID99. GE0935 GE0935; North East Units Scale Converg. GE0935;SPC MO E - 122,664.976 289,451.304 MT 0.99995250 +0 15 58.2 GE0935;UTM 15 - 4,092,042.402 762,090.950 MT 1.00044632 +1 46 10.3 GE0935;UTM 16 - 4,092,362.895 227,732.983 MT 1.00051332 -1 50 17.9 GE0935 GE0935: Primary Azimuth Mark Grid Az GE0935:SPC MO E - SKELTON AZ MK 003 46 28.2 GE0935:UTM 15 - SKELTON AZ MK 002 16 16.1 GE0935:UTM 16 - SKELTON AZ MK 005 52 44.3 GE0935 GE0935|---------------------------------------------------------------------| GE0935| PID Reference Object Distance Geod. Az | GE0935| dddmmss.s | GE0935| CI5548 SKELTON AZ MK 0040226.4 | GE0935| CI5549 SKELTON RM 1 18.078 METERS 01903 | GE0935| CI5550 SKELTON RM 2 17.719 METERS 09747 | GE0935|---------------------------------------------------------------------| GE0935 GE0935 SUPERSEDED SURVEY CONTROL GE0935 GE0935 NAD 83(1997)- 36 56 16.83075(N) 090 03 25.61656(W) AD( ) 3 GE0935 NAD 83(1997)- 36 56 16.83579(N) 090 03 25.61339(W) AD( ) 3 GE0935 NAD 83(1986)- 36 56 16.84032(N) 090 03 25.61702(W) AD( ) 3 GE0935 NAD 27 - 36 56 16.64620(N) 090 03 25.27340(W) AD( ) 3 GE0935 GE0935.Superseded values are not recommended for survey control. GE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0935.See file dsdata.txt to determine how the superseded data were derived. GE0935 GE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6209192042(NAD 83) GE0935_MARKER: DS = TRIANGULATION STATION DISK GE0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GE0935+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002 GE0935 GE0935 HISTORY - Date Condition Report By GE0935 HISTORY - 1963 MONUMENTED CGS GE0935 HISTORY - 20020831 GOOD USACE GE0935 GE0935 STATION DESCRIPTION GE0935 GE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM) GE0935'THE STATION IS ABOUT 5-1/2 MILES EAST AND 1 MILE SOUTH OF GE0935'PUXICO, ABOUT 1-1/2 MILES NORTH OF ACORNRIDGE, IN THE SOUTHEAST GE0935'1/4 OF SEC. 34, T. 27 N., R. 9 E., AND ON THE PROPERTY OF GE0935'MR. FRED SKELTON. IT IS 52 FEET EAST OF THE NORTHEAST CORNER GE0935'OF A FRAME HOUSE, 37 FEET WEST OF THE CENTERLINE OF A GRAVELED GE0935'ROAD, 25 FEET SOUTHWEST OF A 48 INCH OAK TREE AND 12 FEET GE0935'WEST OF AN 18 INCH HICKORY TREE. THE MONUMENT IS 14 INCHES GE0935'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GE0935'SKELTON 1963. GE0935' GE0935'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND COUNTY GE0935'ROAD PP IN PUXICO, GO EAST ON COUNTY ROAD PP FOR 5.5 MILES GE0935'TO WHERE COUNTY ROAD PP TURNS FROM EAST TO NORTH AND A SIDE GE0935'ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD GE0935'FOR ABOUT 50 FEET. TURN RIGHT AND GO SOUTH AND EAST ON GE0935'THE GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT. TURN GE0935'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO THE GE0935'AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON THE GRAVELED GE0935'ROAD FOR 0.25 MILE TO THE HOME OF MR. SKELTON AND THE STATION GE0935'ON THE RIGHT. GE0935' GE0935'REFERENCE MARK 1 IS 37 FEET NORTH OF THE 48 INCH OAK TREE, GE0935'19 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND GE0935'1 FOOT EAST OF A WIRE FENCE. THE MONUMENT PROJECTS 3 INCHES GE0935'AND THE DISK IS STAMPED SKELTON NO 1 1963. GE0935' GE0935'REFERENCE MARK 2 IS 20 FEET EAST OF THE CENTERLINE OF THE GE0935'GRAVELED ROAD, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT GE0935'WEST OF A WIRE FENCE. THE MONUMENT PROJECTS 5 INCHES AND GE0935'THE DISK IS STAMPED SKELTON NO 2 1963. GE0935' GE0935'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF THE GE0935'GRAVELED ROAD, 21 FEET NORTH OF A POWER POLE, 2 FEET SOUTH GE0935'OF A WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE. THE GE0935'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SKELTON 1963. GE0935' GE0935'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS. GE0935 GE0935 STATION RECOVERY (2002) GE0935 GE0935'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0935'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0029 *********************************************************************** GE0029 DESIGNATION - W 25 GE0029 PID - GE0029 GE0029 STATE/COUNTY- MO/STODDARD GE0029 USGS QUAD - DUDLEY (1962) GE0029 GE0029 *CURRENT SURVEY CONTROL GE0029 ___________________________________________________________________ GE0029* NAD 83(1986)- 36 47 32. (N) 090 01 30. (W) SCALED GE0029* NAVD 88 - 111.268 (meters) 365.05 (feet) ADJUSTED GE0029 ___________________________________________________________________ GE0029 GEOID HEIGHT- -28.55 (meters) GEOID99 GE0029 DYNAMIC HT - 111.183 (meters) 364.77 (feet) COMP GE0029 MODELED GRAV- 979,865.4 (mgal) NAVD 88 GE0029 GE0029 VERT ORDER - SECOND CLASS 0 GE0029 GE0029.The horizontal coordinates were scaled from a topographic map and have GE0029.an estimated accuracy of +/- 6 seconds. GE0029 GE0029.The orthometric height was determined by differential leveling GE0029.and adjusted by the National Geodetic Survey in June 1991. GE0029 GE0029.The geoid height was determined by GEOID99. GE0029 GE0029.The dynamic height is computed by dividing the NAVD 88 GE0029.geopotential number by the normal gravity value computed on the GE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0029.degrees latitude (g = 980.6199 gals.). GE0029 GE0029.The modeled gravity was interpolated from observed gravity values. GE0029 GE0029; North East Units Estimated Accuracy GE0029;SPC MO E - 106,500. 292,390. MT (+/- 180 meters Scaled) GE0029 GE0029 SUPERSEDED SURVEY CONTROL GE0029 GE0029 NGVD 29 - 111.292 (m) 365.13 (f) ADJ UNCH 2 0 GE0029 GE0029.Superseded values are not recommended for survey control. GE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0029.See file dsdata.txt to determine how the superseded data were derived. GE0029 GE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA654759(NAD 83) GE0029_MARKER: DB = BENCH MARK DISK GE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0029_STAMPING: W 25 1933 GE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0029+STABILITY: SURFACE MOTION GE0029 GE0029 HISTORY - Date Condition Report By GE0029 HISTORY - 1933 MONUMENTED CGS GE0029 HISTORY - 20020831 MARK NOT FOUND USACE GE0029 GE0029 STATION DESCRIPTION GE0029 GE0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 GE0029'3.7 MI W FROM DEXTER. GE0029'3.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM DEXTER, GE0029'STODDARD COUNTY, 68 FEET WEST OF POLE 186-13, 38.5 FEET EAST OF GE0029'THE CENTERLINE OF A DIRT ROAD, AND 31 FEET NORTH OF THE GE0029'CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED W 25 1933 GE0029'AND SET IN THE TOP OF A CONCRETE POST. GE0029 GE0029 STATION RECOVERY (2002) GE0029 GE0029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0029'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0002 *********************************************************************** GE0002 DESIGNATION - X 13 GE0002 PID - GE0002 GE0002 STATE/COUNTY- MO/STODDARD GE0002 USGS QUAD - PUXICO (1962) GE0002 GE0002 *CURRENT SURVEY CONTROL GE0002 ___________________________________________________________________ GE0002* NAD 83(1986)- 36 57 35. (N) 090 09 02. (W) SCALED GE0002* NAVD 88 - 112.399 (meters) 368.76 (feet) ADJUSTED GE0002 ___________________________________________________________________ GE0002 GEOID HEIGHT- -28.91 (meters) GEOID99 GE0002 DYNAMIC HT - 112.312 (meters) 368.48 (feet) COMP GE0002 MODELED GRAV- 979,855.6 (mgal) NAVD 88 GE0002 GE0002 VERT ORDER - FIRST CLASS II GE0002 GE0002.The horizontal coordinates were scaled from a topographic map and have GE0002.an estimated accuracy of +/- 6 seconds. GE0002 GE0002.The orthometric height was determined by differential leveling GE0002.and adjusted by the National Geodetic Survey in June 1991. GE0002 GE0002.The geoid height was determined by GEOID99. GE0002 GE0002.The dynamic height is computed by dividing the NAVD 88 GE0002.geopotential number by the normal gravity value computed on the GE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0002.degrees latitude (g = 980.6199 gals.). GE0002 GE0002.The modeled gravity was interpolated from observed gravity values. GE0002 GE0002; North East Units Estimated Accuracy GE0002;SPC MO E - 125,040. 281,120. MT (+/- 180 meters Scaled) GE0002 GE0002 SUPERSEDED SURVEY CONTROL GE0002 GE0002 NGVD 29 - 112.434 (m) 368.88 (f) ADJ UNCH 1 2 GE0002 GE0002.Superseded values are not recommended for survey control. GE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0002.See file dsdata.txt to determine how the superseded data were derived. GE0002 GE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA536941(NAD 83) GE0002_MARKER: DB = BENCH MARK DISK GE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0002_STAMPING: 368.903 X 13 1932 GE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0002+STABILITY: SURFACE MOTION GE0002 GE0002 HISTORY - Date Condition Report By GE0002 HISTORY - 1932 MONUMENTED CGS GE0002 HISTORY - 1934 GOOD NGS GE0002 HISTORY - 20020831 MARK NOT FOUND USACE GE0002 GE0002 STATION DESCRIPTION GE0002 GE0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0002'0.8 MI NE FROM PUXICO. GE0002'3/4 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0002'FROM THE STATION AT PUXICO, STODDARD COUNTY, 96 FEET EAST OF GE0002'BRIDGE NO. A 174.6, 66.5 FEET SOUTH OF POLE 174/19, 94 FEET GE0002'EAST OF A CROSSING SIGN. 91 FEET SOUTHWEST OF THE SWITCH GE0002'HEADBLOCK FOR THE GRAVEL-PIT SIDING, 44.5 FEET SOUTHEAST OF THE GE0002'CENTER OF THE ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF GE0002'THE ROAD, AND 32.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK. GE0002'A STANDARD DISK, STAMPED 368.903 X 13 1932 AND SET IN THE TOP GE0002'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. GE0002 GE0002 STATION RECOVERY (2002) GE0002 GE0002'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0002'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0030 *********************************************************************** GE0030 DESIGNATION - X 25 GE0030 PID - GE0030 GE0030 STATE/COUNTY- MO/STODDARD GE0030 USGS QUAD - DUDLEY (1962) GE0030 GE0030 *CURRENT SURVEY CONTROL GE0030 ___________________________________________________________________ GE0030* NAD 83(1986)- 36 47 21. (N) 090 05 19. (W) SCALED GE0030* NAVD 88 - 104.599 (meters) 343.17 (feet) ADJUSTED GE0030 ___________________________________________________________________ GE0030 GEOID HEIGHT- -28.70 (meters) GEOID99 GE0030 DYNAMIC HT - 104.518 (meters) 342.91 (feet) COMP GE0030 MODELED GRAV- 979,858.6 (mgal) NAVD 88 GE0030 GE0030 VERT ORDER - SECOND CLASS 0 GE0030 GE0030.The horizontal coordinates were scaled from a topographic map and have GE0030.an estimated accuracy of +/- 6 seconds. GE0030 GE0030.The orthometric height was determined by differential leveling GE0030.and adjusted by the National Geodetic Survey in June 1991. GE0030 GE0030.The geoid height was determined by GEOID99. GE0030 GE0030.The dynamic height is computed by dividing the NAVD 88 GE0030.geopotential number by the normal gravity value computed on the GE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0030.degrees latitude (g = 980.6199 gals.). GE0030 GE0030.The modeled gravity was interpolated from observed gravity values. GE0030 GE0030; North East Units Estimated Accuracy GE0030;SPC MO E - 106,140. 286,720. MT (+/- 180 meters Scaled) GE0030 GE0030 SUPERSEDED SURVEY CONTROL GE0030 GE0030 NGVD 29 - 104.620 (m) 343.24 (f) ADJ UNCH 2 0 GE0030 GE0030.Superseded values are not recommended for survey control. GE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0030.See file dsdata.txt to determine how the superseded data were derived. GE0030 GE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA597754(NAD 83) GE0030_MARKER: DB = BENCH MARK DISK GE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0030_STAMPING: X 25 1933 GE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0030+STABILITY: SURFACE MOTION GE0030 GE0030 HISTORY - Date Condition Report By GE0030 HISTORY - 1933 MONUMENTED CGS GE0030 HISTORY - 1961 GOOD USGS GE0030 HISTORY - 20020831 MARK NOT FOUND USACE GE0030 GE0030 STATION DESCRIPTION GE0030 GE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 GE0030'AT DUDLEY. GE0030'AT DUDLEY, STODDARD COUNTY, ON THE MISSOURI PACIFIC RAILROAD, GE0030'47.8 FEET WEST OF THE WEST END OF THE STATION, 23.8 FEET WEST OF GE0030'POLE 182-36, 36 FEET SOUTH OF A DIRT ROAD, AND 34.5 FEET NORTH GE0030'OF THE CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED X 25 GE0030'1933 AND SET IN THE TOP OF A CONCRETE POST. GE0030 GE0030 STATION RECOVERY (1961) GE0030 GE0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 GE0030'RECOVERED IN GOOD CONDITION. GE0030 GE0030 STATION RECOVERY (2002) GE0030 GE0030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0030'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0003 *********************************************************************** GE0003 DESIGNATION - Y 13 GE0003 PID - GE0003 GE0003 STATE/COUNTY- MO/STODDARD GE0003 USGS QUAD - PUXICO (1962) GE0003 GE0003 *CURRENT SURVEY CONTROL GE0003 ___________________________________________________________________ GE0003* NAD 83(1986)- 36 57 06. (N) 090 09 29. (W) SCALED GE0003* NAVD 88 - 114.125 (meters) 374.43 (feet) ADJUSTED GE0003 ___________________________________________________________________ GE0003 GEOID HEIGHT- -28.92 (meters) GEOID99 GE0003 DYNAMIC HT - 114.036 (meters) 374.13 (feet) COMP GE0003 MODELED GRAV- 979,854.3 (mgal) NAVD 88 GE0003 GE0003 VERT ORDER - FIRST CLASS II GE0003 GE0003.The horizontal coordinates were scaled from a topographic map and have GE0003.an estimated accuracy of +/- 6 seconds. GE0003 GE0003.The orthometric height was determined by differential leveling GE0003.and adjusted by the National Geodetic Survey in June 1991. GE0003 GE0003.The geoid height was determined by GEOID99. GE0003 GE0003.The dynamic height is computed by dividing the NAVD 88 GE0003.geopotential number by the normal gravity value computed on the GE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0003.degrees latitude (g = 980.6199 gals.). GE0003 GE0003.The modeled gravity was interpolated from observed gravity values. GE0003 GE0003; North East Units Estimated Accuracy GE0003;SPC MO E - 124,140. 280,450. MT (+/- 180 meters Scaled) GE0003 GE0003 SUPERSEDED SURVEY CONTROL GE0003 GE0003 NGVD 29 - 114.159 (m) 374.54 (f) ADJ UNCH 1 2 GE0003 GE0003.Superseded values are not recommended for survey control. GE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0003.See file dsdata.txt to determine how the superseded data were derived. GE0003 GE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA530932(NAD 83) GE0003_MARKER: DB = BENCH MARK DISK GE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0003_STAMPING: 374.567 Y 13 1932 GE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0003+STABILITY: SURFACE MOTION GE0003 GE0003 HISTORY - Date Condition Report By GE0003 HISTORY - 1932 MONUMENTED CGS GE0003 HISTORY - 1934 GOOD NGS GE0003 HISTORY - 20020831 MARK NOT FOUND USACE GE0003 GE0003 STATION DESCRIPTION GE0003 GE0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0003'AT PUXICO. GE0003'AT PUXICO, STODDARD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO GE0003'RAILWAY, 19 RAILS NORTHEAST OF THE STATION, AT THE SOUTH CORNER GE0003'OF THE STANDARD OIL STORAGE CO. PROPERTY, 85 FEET SOUTHEAST OF GE0003'THE CENTERLINE OF STATE HIGHWAY 51, 67 FEET NORTHEAST OF THE GE0003'NORTHEAST END OF THE STOCKYARDS, 52 FEET WEST OF A SWITCH GE0003'HEADBLOCK, 33 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND GE0003'5.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE DEAD-END SIDING. GE0003'A STANDARD DISK, STAMPED 374.567 Y 13 1932 AND SET IN THE TOP GE0003'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND. GE0003 GE0003 STATION RECOVERY (2002) GE0003 GE0003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0003'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0033 *********************************************************************** GE0033 DESIGNATION - Y 25 GE0033 PID - GE0033 GE0033 STATE/COUNTY- MO/STODDARD GE0033 USGS QUAD - FISK (1962) GE0033 GE0033 *CURRENT SURVEY CONTROL GE0033 ___________________________________________________________________ GE0033* NAD 83(1986)- 36 47 10. (N) 090 08 56. (W) SCALED GE0033* NAVD 88 - 99.584 (meters) 326.72 (feet) ADJUSTED GE0033 ___________________________________________________________________ GE0033 GEOID HEIGHT- -28.82 (meters) GEOID99 GE0033 DYNAMIC HT - 99.506 (meters) 326.46 (feet) COMP GE0033 MODELED GRAV- 979,852.4 (mgal) NAVD 88 GE0033 GE0033 VERT ORDER - SECOND CLASS 0 GE0033 GE0033.The horizontal coordinates were scaled from a topographic map and have GE0033.an estimated accuracy of +/- 6 seconds. GE0033 GE0033.The orthometric height was determined by differential leveling GE0033.and adjusted by the National Geodetic Survey in June 1991. GE0033 GE0033.The geoid height was determined by GEOID99. GE0033 GE0033.The dynamic height is computed by dividing the NAVD 88 GE0033.geopotential number by the normal gravity value computed on the GE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0033.degrees latitude (g = 980.6199 gals.). GE0033 GE0033.The modeled gravity was interpolated from observed gravity values. GE0033 GE0033; North East Units Estimated Accuracy GE0033;SPC MO E - 105,780. 281,340. MT (+/- 180 meters Scaled) GE0033 GE0033 SUPERSEDED SURVEY CONTROL GE0033 GE0033 NGVD 29 - 99.605 (m) 326.79 (f) ADJ UNCH 2 0 GE0033 GE0033.Superseded values are not recommended for survey control. GE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0033.See file dsdata.txt to determine how the superseded data were derived. GE0033 GE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA544749(NAD 83) GE0033_MARKER: DB = BENCH MARK DISK GE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0033_STAMPING: Y 25 1933 GE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0033+STABILITY: SURFACE MOTION GE0033 GE0033 HISTORY - Date Condition Report By GE0033 HISTORY - 1933 MONUMENTED CGS GE0033 HISTORY - 20020831 MARK NOT FOUND USACE GE0033 GE0033 STATION DESCRIPTION GE0033 GE0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 GE0033'3 MI W FROM DUDLEY. GE0033'3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM DUDLEY, GE0033'STODDARD COUNTY, 76 FEET EAST OF POLE 179-16, 40 YARDS SOUTHEAST GE0033'OF AN OLD BARN, 88 FEET EAST OF A PRIVATE-ROAD CROSSING, 50.5 GE0033'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 18 FEET EAST OF A GE0033'36-INCH WHITE OAK TREE. A STANDARD DISK, STAMPED Y 25 1933 AND GE0033'SET IN THE TOP OF A CONCRETE POST. GE0033 GE0033 STATION RECOVERY (2002) GE0033 GE0033'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0033'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 GE0005 *********************************************************************** GE0005 DESIGNATION - Z 13 GE0005 PID - GE0005 GE0005 STATE/COUNTY- MO/STODDARD GE0005 USGS QUAD - PUXICO (1962) GE0005 GE0005 *CURRENT SURVEY CONTROL GE0005 ___________________________________________________________________ GE0005* NAD 83(1986)- 36 56 40. (N) 090 11 14. (W) SCALED GE0005* NAVD 88 - 107.036 (meters) 351.17 (feet) ADJUSTED GE0005 ___________________________________________________________________ GE0005 GEOID HEIGHT- -28.97 (meters) GEOID99 GE0005 DYNAMIC HT - 106.952 (meters) 350.89 (feet) COMP GE0005 MODELED GRAV- 979,853.4 (mgal) NAVD 88 GE0005 GE0005 VERT ORDER - FIRST CLASS II GE0005 GE0005.The horizontal coordinates were scaled from a topographic map and have GE0005.an estimated accuracy of +/- 6 seconds. GE0005 GE0005.The orthometric height was determined by differential leveling GE0005.and adjusted by the National Geodetic Survey in June 1991. GE0005 GE0005.The geoid height was determined by GEOID99. GE0005 GE0005.The dynamic height is computed by dividing the NAVD 88 GE0005.geopotential number by the normal gravity value computed on the GE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GE0005.degrees latitude (g = 980.6199 gals.). GE0005 GE0005.The modeled gravity was interpolated from observed gravity values. GE0005 GE0005; North East Units Estimated Accuracy GE0005;SPC MO E - 123,330. 277,860. MT (+/- 180 meters Scaled) GE0005 GE0005 SUPERSEDED SURVEY CONTROL GE0005 GE0005 NGVD 29 - 107.068 (m) 351.27 (f) ADJ UNCH 1 2 GE0005 GE0005.Superseded values are not recommended for survey control. GE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GE0005.See file dsdata.txt to determine how the superseded data were derived. GE0005 GE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA504924(NAD 83) GE0005_MARKER: DB = BENCH MARK DISK GE0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GE0005_STAMPING: 351.299 Z 13 1932 GE0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GE0005+STABILITY: SURFACE MOTION GE0005 GE0005 HISTORY - Date Condition Report By GE0005 HISTORY - 1932 MONUMENTED CGS GE0005 HISTORY - 1934 GOOD NGS GE0005 HISTORY - 20020831 MARK NOT FOUND USACE GE0005 GE0005 STATION DESCRIPTION GE0005 GE0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 GE0005'0.9 MI NE FROM MINGO. GE0005'0.9 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY GE0005'FROM THE STATION AT MINGO, STODDARD COUNTY, AT A ROAD CROSSING, GE0005'74 FEET SOUTHEAST OF A CROSSING-WARNING SIGN, 52 FEET SOUTHEAST GE0005'OF THE CENTER OF THE CROSSING, 47 FEET SOUTH OF THE CENTERLINE GE0005'OF THE TRACK, 25 FEET EAST OF THE CENTERLINE OF THE ROAD. 39 GE0005'FEET WEST OF AN 18-INCH HICKORY TREE JUST SOUTH OF THE GE0005'RIGHT-OF-WAY FENCE, 6 FEET EAST OF THE CATTLEGUARD FENCE, AND 3 GE0005'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE. A STANDARD DISK, GE0005'STAMPED 351.299 Z 13 1932 AND SET IN THE TOP OF A CONCRETE POST GE0005'PROJECTING 2 INCHES ABOVE GROUND. GE0005 GE0005 STATION RECOVERY (2002) GE0005 GE0005'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) GE0005'MARK NOT FOUND.