1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 JD0308 *********************************************************************** JD0308 DESIGNATION - 1037 JD0308 PID - JD0308 JD0308 STATE/COUNTY- MO/MORGAN JD0308 USGS QUAD - VERSAILLES (1982) JD0308 JD0308 *CURRENT SURVEY CONTROL JD0308 ___________________________________________________________________ JD0308* NAD 83(1986)- 38 25 51. (N) 092 50 29. (W) SCALED JD0308* NAVD 88 - 315.946 (meters) 1036.57 (feet) ADJUSTED JD0308 ___________________________________________________________________ JD0308 GEOID HEIGHT- -32.49 (meters) GEOID03 JD0308 DYNAMIC HT - 315.718 (meters) 1035.82 (feet) COMP JD0308 MODELED GRAV- 979,896.7 (mgal) NAVD 88 JD0308 JD0308 VERT ORDER - SECOND CLASS 0 JD0308 JD0308.The horizontal coordinates were scaled from a topographic map and have JD0308.an estimated accuracy of +/- 6 seconds. JD0308 JD0308.The orthometric height was determined by differential leveling JD0308.and adjusted by the National Geodetic Survey in June 1991. JD0308.WARNING-Repeat measurements at this control monument indicate possible JD0308.vertical movement. JD0308 JD0308.The geoid height was determined by GEOID03. JD0308 JD0308.The dynamic height is computed by dividing the NAVD 88 JD0308.geopotential number by the normal gravity value computed on the JD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JD0308.degrees latitude (g = 980.6199 gals.). JD0308 JD0308.The modeled gravity was interpolated from observed gravity values. JD0308 JD0308; North East Units Estimated Accuracy JD0308;SPC MO C - 288,310. 470,190. MT (+/- 180 meters Scaled) JD0308 JD0308 SUPERSEDED SURVEY CONTROL JD0308 JD0308 NGVD 29 (??/??/92) 315.824 (m) 1036.17 (f) ADJ UNCH 2 0 JD0308 JD0308.Superseded values are not recommended for survey control. JD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0308.See file dsdata.txt to determine how the superseded data were derived. JD0308 JD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC138536(NAD 83) JD0308_MARKER: DD = SURVEY DISK JD0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0308_SP_SET: STONE JD0308_STAMPING: 1037 V R S L S JD0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0308+STABILITY: SURFACE MOTION JD0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JD0308+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005 JD0308 JD0308 HISTORY - Date Condition Report By JD0308 HISTORY - UNK MONUMENTED USGS JD0308 HISTORY - 1963 GOOD NGS JD0308 HISTORY - 20050223 GOOD GEOCAC JD0308 JD0308 STATION DESCRIPTION JD0308 JD0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JD0308'0.6 MI SW FROM VERSAILLES. JD0308'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND JD0308'PACIFIC RAILROAD FROM THE STATION AT VERSAILLES, THENCE 0.35 MILE JD0308'SOUTH ALONG NORTH MONROE STREET, AT THE SOUTHEAST CORNER OF THE JD0308'MORGAN COUNTY COURTHOUSE, SET VERTICALLY IN THE EAST FACE OF THE JD0308'THIRD STONE ABOVE A CONCRETE DRAIN, 1.0 FOOT NORTH OF THE JD0308'SOUTHEAST CORNER OF THE BUILDING, 3.0 FEET SOUTH OF THE SOUTH JD0308'EDGE OF A BASEMENT WINDOW SILL, AND ABOUT 3 FEET ABOVE THE JD0308'GROUND. JD0308 JD0308 STATION RECOVERY (2005) JD0308 JD0308'RECOVERY NOTE BY GEOCACHING 2005 (RCF) JD0308'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 JD0255 *********************************************************************** JD0255 DESIGNATION - F 33 JD0255 PID - JD0255 JD0255 STATE/COUNTY- MO/MORGAN JD0255 USGS QUAD - VERSAILLES (1982) JD0255 JD0255 *CURRENT SURVEY CONTROL JD0255 ___________________________________________________________________ JD0255* NAD 83(1986)- 38 24 55. (N) 092 46 11. (W) SCALED JD0255* NAVD 88 - 310.917 (meters) 1020.07 (feet) ADJUSTED JD0255 ___________________________________________________________________ JD0255 GEOID HEIGHT- -32.41 (meters) GEOID03 JD0255 DYNAMIC HT - 310.697 (meters) 1019.35 (feet) COMP JD0255 MODELED GRAV- 979,912.2 (mgal) NAVD 88 JD0255 JD0255 VERT ORDER - SECOND CLASS 0 JD0255 JD0255.The horizontal coordinates were scaled from a topographic map and have JD0255.an estimated accuracy of +/- 6 seconds. JD0255 JD0255.The orthometric height was determined by differential leveling JD0255.and adjusted by the National Geodetic Survey in June 1991. JD0255.WARNING-Repeat measurements at this control monument indicate possible JD0255.vertical movement. JD0255 JD0255.The geoid height was determined by GEOID03. JD0255 JD0255.The dynamic height is computed by dividing the NAVD 88 JD0255.geopotential number by the normal gravity value computed on the JD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JD0255.degrees latitude (g = 980.6199 gals.). JD0255 JD0255.The modeled gravity was interpolated from observed gravity values. JD0255 JD0255; North East Units Estimated Accuracy JD0255;SPC MO C - 286,560. 476,450. MT (+/- 180 meters Scaled) JD0255 JD0255 SUPERSEDED SURVEY CONTROL JD0255 JD0255 NGVD 29 (??/??/92) 310.816 (m) 1019.74 (f) ADJ UNCH 2 0 JD0255 JD0255.Superseded values are not recommended for survey control. JD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0255.See file dsdata.txt to determine how the superseded data were derived. JD0255 JD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC201519(NAD 83) JD0255_MARKER: DB = BENCH MARK DISK JD0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT JD0255_STAMPING: F 33 1934 JD0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0255+STABILITY: SURFACE MOTION JD0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD0255+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005 JD0255 JD0255 HISTORY - Date Condition Report By JD0255 HISTORY - 1934 MONUMENTED CGS JD0255 HISTORY - 1963 GOOD NGS JD0255 HISTORY - 20050223 GOOD GEOCAC JD0255 JD0255 STATION DESCRIPTION JD0255 JD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JD0255'5.2 MI E FROM VERSAILLES. JD0255'ABOUT 5.25 MILES EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC JD0255'RAILROAD FROM THE STATION AT VERSAILLES, 72 FEET EAST OF AND JD0255'ACROSS THE TRACKS FROM MILEPOST 172, 26 FEET EAST OF THE CENTER JD0255'LINE OF A CROSSING WITH A GRAVELED ROAD, 58 FEET SOUTHWEST OF THE JD0255'CENTER LINE OF STATE HIGHWAY 52, 23 FEET EAST OF THE CENTER LINE JD0255'OF A GRAVELED ROAD, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 JD0255'FOOT SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A JD0255'CONCRETE POST PROJECTING 2 INCHES. JD0255 JD0255 STATION RECOVERY (2005) JD0255 JD0255'RECOVERY NOTE BY GEOCACHING 2005 (RCF) JD0255'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 JD2596 *********************************************************************** JD2596 DESIGNATION - STOVER MUNICIPAL TANK JD2596 PID - JD2596 JD2596 STATE/COUNTY- MO/MORGAN JD2596 USGS QUAD - STOVER (1982) JD2596 JD2596 *CURRENT SURVEY CONTROL JD2596 ___________________________________________________________________ JD2596* NAD 83(1997)- 38 26 27.81138(N) 092 59 42.27867(W) ADJUSTED JD2596* NAVD 88 - JD2596 ___________________________________________________________________ JD2596 LAPLACE CORR- 0.05 (seconds) DEFLEC99 JD2596 GEOID HEIGHT- -32.54 (meters) GEOID03 JD2596 JD2596 HORZ ORDER - THIRD JD2596 JD2596.The horizontal coordinates were established by classical geodetic methods JD2596.and adjusted by the National Geodetic Survey in February 2000. JD2596 JD2596 JD2596.The Laplace correction was computed from DEFLEC99 derived deflections. JD2596 JD2596.The geoid height was determined by GEOID03. JD2596 JD2596; North East Units Scale Factor Converg. JD2596;SPC MO C - 289,502.860 456,780.615 MT 0.99995633 -0 18 28.1 JD2596;UTM 15 - 4,254,753.255 500,429.589 MT 0.99960000 +0 00 11.0 JD2596 JD2596 SUPERSEDED SURVEY CONTROL JD2596 JD2596 NAD 83(1986)- 38 26 27.82429(N) 092 59 42.28055(W) AD( ) 4 JD2596 NAD 27 - 38 26 27.74254(N) 092 59 41.55791(W) AD( ) 3 JD2596 JD2596.Superseded values are not recommended for survey control. JD2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2596.See file dsdata.txt to determine how the superseded data were derived. JD2596 JD2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC0043054753(NAD 83) JD2596_MARKER: 53 = ELEVATED TANK JD2596 JD2596 HISTORY - Date Condition Report By JD2596 HISTORY - 1947 FIRST OBSERVED CGS JD2596 HISTORY - 20050223 GOOD GEOCAC JD2596 JD2596 STATION DESCRIPTION JD2596 JD2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG) JD2596'THE STATION IS LOCATED ON THE HIGHEST HILL IN THE VILLAGE OF JD2596'STOVER ON THE NORTH SIDE OF THE MAIN STREET DIRECTLY BEHIND JD2596'THE CITY HALL AND FIRE STATION, AND ABOUT 100 FEET EAST OF THE JD2596'EV. LUTHERAN CHURCH. IT IS A FOUR LEGGED STEEL STRUCTURE, JD2596'45 FEET SQUARE AT THE BASE AND 125 FEET HIGH. IT IS SILVER JD2596'IN COLOR. JD2596' JD2596'THE POINT INTERSECTED WAS THE BALL FINIAL. JD2596 JD2596 STATION RECOVERY (2005) JD2596 JD2596'RECOVERY NOTE BY GEOCACHING 2005 (RCF) JD2596'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 JD2585 *********************************************************************** JD2585 DESIGNATION - VERSAILLES MORGAN CO CTHSE JD2585 PID - JD2585 JD2585 STATE/COUNTY- MO/MORGAN JD2585 USGS QUAD - VERSAILLES (1982) JD2585 JD2585 *CURRENT SURVEY CONTROL JD2585 ___________________________________________________________________ JD2585* NAD 83(1997)- 38 25 52.56771(N) 092 50 29.22101(W) ADJUSTED JD2585* NAVD 88 - JD2585 ___________________________________________________________________ JD2585 LAPLACE CORR- 1.20 (seconds) DEFLEC99 JD2585 GEOID HEIGHT- -32.49 (meters) GEOID03 JD2585 JD2585 HORZ ORDER - THIRD JD2585 JD2585.The horizontal coordinates were established by classical geodetic methods JD2585.and adjusted by the National Geodetic Survey in February 2000. JD2585 JD2585 JD2585.The Laplace correction was computed from DEFLEC99 derived deflections. JD2585 JD2585.The geoid height was determined by GEOID03. JD2585 JD2585; North East Units Scale Factor Converg. JD2585;SPC MO C - 288,355.333 470,188.012 MT 0.99994427 -0 12 44.1 JD2585;UTM 15 - 4,253,678.853 513,838.330 MT 0.99960236 +0 05 54.8 JD2585 JD2585 SUPERSEDED SURVEY CONTROL JD2585 JD2585 NAD 83(1986)- 38 25 52.58044(N) 092 50 29.22217(W) AD( ) 4 JD2585 NAD 27 - 38 25 52.49100(N) 092 50 28.52400(W) AD( ) 3 JD2585 JD2585.Superseded values are not recommended for survey control. JD2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2585.See file dsdata.txt to determine how the superseded data were derived. JD2585 JD2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC1383853679(NAD 83) JD2585_MARKER: 87 = DOME JD2585 JD2585 HISTORY - Date Condition Report By JD2585 HISTORY - 1947 FIRST OBSERVED CGS JD2585 HISTORY - 20050223 GOOD GEOCAC JD2585 JD2585 STATION DESCRIPTION JD2585 JD2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (MEW) JD2585'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF VERSAILLES JD2585'ON A SQUARE FORMED BY 4 STREETS. IT IS A 2 STORY, RED BRICK JD2585'BUILDING WITH A WHITE SIDED, GREEN ROOFED DOME ON TOP. THE JD2585'TOP OF THE DOME IS ABOUT 75 FEET ABOVE THE GROUND AND IS JD2585'SURMOUNTED BY A FLAGSTAFF. JD2585' JD2585'THE POINT INTERSECTED WAS THE FINIAL OF THE DOME UPON WHICH JD2585'THE FLAGSTAFF RESTS. JD2585 JD2585 STATION RECOVERY (2005) JD2585 JD2585'RECOVERY NOTE BY GEOCACHING 2005 (RCF) JD2585'RECOVERED IN GOOD CONDITION.