1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL1520 *********************************************************************** DL1520 DESIGNATION - BRADLEY WAREHOUSE CO WATER TK DL1520 PID - DL1520 DL1520 STATE/COUNTY- AR/LAFAYETTE DL1520 USGS QUAD - BRADLEY (1978) DL1520 DL1520 *CURRENT SURVEY CONTROL DL1520 ___________________________________________________________________ DL1520* NAD 83(1997)- 33 05 47.30801(N) 093 39 15.83244(W) ADJUSTED DL1520* NAVD 88 - DL1520 ___________________________________________________________________ DL1520 LAPLACE CORR- 0.78 (seconds) DEFLEC99 DL1520 GEOID HEIGHT- -26.41 (meters) GEOID03 DL1520 DL1520 HORZ ORDER - THIRD DL1520 DL1520.The horizontal coordinates were established by classical geodetic methods DL1520.and adjusted by the National Geodetic Survey in September 1999. DL1520 DL1520 DL1520.The Laplace correction was computed from DEFLEC99 derived deflections. DL1520 DL1520.The geoid height was determined by GEOID03. DL1520 DL1520; North East Units Scale Factor Converg. DL1520;SPC AR S - 448,920.463 245,558.472 MT 1.00005135 -0 55 33.4 DL1520;SPC LA N - 288,480.437 892,223.796 MT 1.00012630 -0 36 37.2 DL1520;UTM 15 - 3,662,172.619 438,934.951 MT 0.99964598 -0 21 26.4 DL1520 DL1520 SUPERSEDED SURVEY CONTROL DL1520 DL1520 NAD 83(1997)- 33 05 47.31757(N) 093 39 15.82196(W) AD( ) 4 DL1520 NAD 83(1986)- 33 05 47.31855(N) 093 39 15.82136(W) AD( ) 4 DL1520 NAD 27 - 33 05 46.84500(N) 093 39 15.18800(W) AD( ) 3 DL1520 DL1520.Superseded values are not recommended for survey control. DL1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL1520.See file dsdata.txt to determine how the superseded data were derived. DL1520 DL1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3893562173(NAD 83) DL1520_MARKER: 53 = ELEVATED TANK DL1520 DL1520 HISTORY - Date Condition Report By DL1520 HISTORY - 1950 FIRST OBSERVED CGS DL1520 HISTORY - 20041226 MARK NOT FOUND USPSQD DL1520 DL1520 STATION DESCRIPTION DL1520 DL1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE) DL1520'THE STATION IS LOCATED ABOUT 100 FEET EAST OF STATE ROUTE DL1520'29 IN THE VILLAGE OF BRADLEY. DL1520' DL1520'IT IS AN ELEVATED TANK SUPPORTED BY A 4-LEGGED STEEL STRUCTURE DL1520'AND HAS AN OVER ALL HEIGHT OF 120 FEET. DL1520' DL1520'THE BALL AT THE APEX OF THE TANK WAS OBSERVED. DL1520 DL1520 STATION RECOVERY (2004) DL1520 DL1520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL1520'MARK NOT FOUND. TANK COULD NOT BE LOCATED 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL1524 *********************************************************************** DL1524 DESIGNATION - CANFIELD BURTON SAWMILL STACK DL1524 PID - DL1524 DL1524 STATE/COUNTY- AR/LAFAYETTE DL1524 USGS QUAD - CANFIELD (1975) DL1524 DL1524 *CURRENT SURVEY CONTROL DL1524 ___________________________________________________________________ DL1524* NAD 83(1997)- 33 10 24.60217(N) 093 38 14.67816(W) ADJUSTED DL1524* NAVD 88 - DL1524 ___________________________________________________________________ DL1524 LAPLACE CORR- 0.69 (seconds) DEFLEC99 DL1524 GEOID HEIGHT- -26.49 (meters) GEOID03 DL1524 DL1524 HORZ ORDER - THIRD DL1524 DL1524.The horizontal coordinates were established by classical geodetic methods DL1524.and adjusted by the National Geodetic Survey in September 1999. DL1524 DL1524 DL1524.The Laplace correction was computed from DEFLEC99 derived deflections. DL1524 DL1524.The geoid height was determined by GEOID03. DL1524 DL1524; North East Units Scale Factor Converg. DL1524;SPC AR S - 457,436.952 247,280.777 MT 1.00003045 -0 54 59.2 DL1524;UTM 15 - 3,670,702.387 440,572.077 MT 0.99964354 -0 20 55.6 DL1524 DL1524 SUPERSEDED SURVEY CONTROL DL1524 DL1524 NAD 83(1997)- 33 10 24.61113(N) 093 38 14.66789(W) AD( ) 4 DL1524 NAD 83(1986)- 33 10 24.61333(N) 093 38 14.66702(W) AD( ) 4 DL1524 NAD 27 - 33 10 24.14900(N) 093 38 14.03300(W) AD( ) 3 DL1524 DL1524.Superseded values are not recommended for survey control. DL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL1524.See file dsdata.txt to determine how the superseded data were derived. DL1524 DL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4057270702(NAD 83) DL1524_MARKER: 63 = STACK DL1524 DL1524 HISTORY - Date Condition Report By DL1524 HISTORY - 1950 FIRST OBSERVED CGS DL1524 HISTORY - 20041226 MARK NOT FOUND USPSQD DL1524 DL1524 STATION DESCRIPTION DL1524 DL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE) DL1524'THE STATION IS LOCATED 3/4 MILE SOUTH FROM THE VILLAGE OF DL1524'CANFIELD, ABOUT 250 FEET WEST OF STATE ROUTE 29. DL1524' DL1524'IT IS THE TALLER ONE OF THREE BLACK METAL STACKS. IT IS DL1524'APPROXIMATELY 100 FEET IN HEIGHT. DL1524' DL1524'THE TOP AND CENTER OF THE STACK WAS OBSERVED. DL1524 DL1524 STATION RECOVERY (2004) DL1524 DL1524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL1524'MARK NOT FOUND. SAW MILL NOT THERE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0790 *********************************************************************** DL0790 DESIGNATION - D 199 DL0790 PID - DL0790 DL0790 STATE/COUNTY- AR/LAFAYETTE DL0790 USGS QUAD - BRADLEY (1978) DL0790 DL0790 *CURRENT SURVEY CONTROL DL0790 ___________________________________________________________________ DL0790* NAD 83(1986)- 33 05 24. (N) 093 39 24. (W) SCALED DL0790* NAVD 88 - 77.187 (meters) 253.24 (feet) ADJUSTED DL0790 ___________________________________________________________________ DL0790 GEOID HEIGHT- -26.40 (meters) GEOID03 DL0790 DYNAMIC HT - 77.103 (meters) 252.96 (feet) COMP DL0790 MODELED GRAV- 979,550.9 (mgal) NAVD 88 DL0790 DL0790 VERT ORDER - FIRST CLASS II DL0790 DL0790.The horizontal coordinates were scaled from a topographic map and have DL0790.an estimated accuracy of +/- 6 seconds. DL0790 DL0790.The orthometric height was determined by differential leveling DL0790.and adjusted by the National Geodetic Survey in June 1991. DL0790 DL0790.The geoid height was determined by GEOID03. DL0790 DL0790.The dynamic height is computed by dividing the NAVD 88 DL0790.geopotential number by the normal gravity value computed on the DL0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0790.degrees latitude (g = 980.6199 gals.). DL0790 DL0790.The modeled gravity was interpolated from observed gravity values. DL0790 DL0790; North East Units Estimated Accuracy DL0790;SPC AR S - 448,210. 245,340. MT (+/- 180 meters Scaled) DL0790 DL0790 SUPERSEDED SURVEY CONTROL DL0790 DL0790 NGVD 29 (??/??/92) 77.246 (m) 253.43 (f) ADJ UNCH 1 2 DL0790 DL0790.Superseded values are not recommended for survey control. DL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0790.See file dsdata.txt to determine how the superseded data were derived. DL0790 DL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS387614(NAD 83) DL0790_MARKER: DB = BENCH MARK DISK DL0790_SETTING: 30 = CULVERT DL0790_STAMPING: D 199 1960 DL0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DL0790 DL0790 HISTORY - Date Condition Report By DL0790 HISTORY - 1960 MONUMENTED CGS DL0790 HISTORY - 1963 GOOD NGS DL0790 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0790 DL0790 STATION DESCRIPTION DL0790 DL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DL0790'0.6 MI S FROM BRADLEY. DL0790'ABOUT 0.6 MILE SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE DL0790'STATION AT BRADLEY, 2 1/2 POLES SOUTH OF MILEPOST 409, IN THE TOP OF DL0790'THE SOUTH END OF THE WEST HEADWALL OF A 20-INCH TUBULAR CULVERT UNDER DL0790'THE HIGHWAY, 69 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 20 FEET DL0790'WEST OF THE CENTER LINE OF STATE HIGHWAY 29, ABOUT LEVEL WITH THE DL0790'HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS. DL0790 DL0790 STATION RECOVERY (1963) DL0790 DL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0790'RECOVERED IN GOOD CONDITION. DL0790 DL0790 STATION RECOVERY (2004) DL0790 DL0790'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0790'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0786 *********************************************************************** DL0786 DESIGNATION - E 199 DL0786 PID - DL0786 DL0786 STATE/COUNTY- AR/LAFAYETTE DL0786 USGS QUAD - BRADLEY (1978) DL0786 DL0786 *CURRENT SURVEY CONTROL DL0786 ___________________________________________________________________ DL0786* NAD 83(1986)- 33 06 16. (N) 093 39 11. (W) SCALED DL0786* NAVD 88 - 76.973 (meters) 252.54 (feet) ADJUSTED DL0786 ___________________________________________________________________ DL0786 GEOID HEIGHT- -26.42 (meters) GEOID03 DL0786 DYNAMIC HT - 76.889 (meters) 252.26 (feet) COMP DL0786 MODELED GRAV- 979,552.1 (mgal) NAVD 88 DL0786 DL0786 VERT ORDER - FIRST CLASS II DL0786 DL0786.The horizontal coordinates were scaled from a topographic map and have DL0786.an estimated accuracy of +/- 6 seconds. DL0786 DL0786.The orthometric height was determined by differential leveling DL0786.and adjusted by the National Geodetic Survey in June 1991. DL0786 DL0786.The geoid height was determined by GEOID03. DL0786 DL0786.The dynamic height is computed by dividing the NAVD 88 DL0786.geopotential number by the normal gravity value computed on the DL0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0786.degrees latitude (g = 980.6199 gals.). DL0786 DL0786.The modeled gravity was interpolated from observed gravity values. DL0786 DL0786; North East Units Estimated Accuracy DL0786;SPC AR S - 449,800. 245,700. MT (+/- 180 meters Scaled) DL0786 DL0786 SUPERSEDED SURVEY CONTROL DL0786 DL0786 NGVD 29 (??/??/92) 77.032 (m) 252.73 (f) ADJ UNCH 1 2 DL0786 DL0786.Superseded values are not recommended for survey control. DL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0786.See file dsdata.txt to determine how the superseded data were derived. DL0786 DL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS390630(NAD 83) DL0786_MARKER: DB = BENCH MARK DISK DL0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DL0786_STAMPING: E 199 1960 DL0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DL0786 DL0786 HISTORY - Date Condition Report By DL0786 HISTORY - 1960 MONUMENTED CGS DL0786 HISTORY - 1963 GOOD NGS DL0786 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0786 DL0786 STATION DESCRIPTION DL0786 DL0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DL0786'0.45 MI N FROM BRADLEY. DL0786'ABOUT 0.45 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE DL0786'STATION AT BRADLEY, 1 1/2 POLES SOUTH OF MILEPOLE 408, 46 FEET EAST OF DL0786'EAST RAIL, 26 FEET WEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING DL0786'THE TRACKS, 4 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL DL0786'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND 3 FEET BELOW THE TRACKS, DL0786'AND ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH DL0786'OF 32 FEET AND IS INCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES. DL0786 DL0786 STATION RECOVERY (1963) DL0786 DL0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0786'RECOVERED IN GOOD CONDITION. DL0786 DL0786 STATION RECOVERY (2004) DL0786 DL0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0786'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0776 *********************************************************************** DL0776 DESIGNATION - P 203 DL0776 PID - DL0776 DL0776 STATE/COUNTY- AR/LAFAYETTE DL0776 USGS QUAD - CANFIELD (1975) DL0776 DL0776 *CURRENT SURVEY CONTROL DL0776 ___________________________________________________________________ DL0776* NAD 83(1986)- 33 11 56. (N) 093 37 43. (W) SCALED DL0776* NAVD 88 - 79.543 (meters) 260.97 (feet) ADJUSTED DL0776 ___________________________________________________________________ DL0776 GEOID HEIGHT- -26.52 (meters) GEOID03 DL0776 DYNAMIC HT - 79.457 (meters) 260.69 (feet) COMP DL0776 MODELED GRAV- 979,558.1 (mgal) NAVD 88 DL0776 DL0776 VERT ORDER - FIRST CLASS II DL0776 DL0776.The horizontal coordinates were scaled from a topographic map and have DL0776.an estimated accuracy of +/- 6 seconds. DL0776 DL0776.The orthometric height was determined by differential leveling DL0776.and adjusted by the National Geodetic Survey in June 1991. DL0776 DL0776.The geoid height was determined by GEOID03. DL0776 DL0776.The dynamic height is computed by dividing the NAVD 88 DL0776.geopotential number by the normal gravity value computed on the DL0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0776.degrees latitude (g = 980.6199 gals.). DL0776 DL0776.The modeled gravity was interpolated from observed gravity values. DL0776 DL0776; North East Units Estimated Accuracy DL0776;SPC AR S - 460,240. 248,150. MT (+/- 180 meters Scaled) DL0776 DL0776 SUPERSEDED SURVEY CONTROL DL0776 DL0776 NGVD 29 (??/??/92) 79.595 (m) 261.14 (f) ADJ UNCH 1 2 DL0776 DL0776.Superseded values are not recommended for survey control. DL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0776.See file dsdata.txt to determine how the superseded data were derived. DL0776 DL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS414735(NAD 83) DL0776_MARKER: DB = BENCH MARK DISK DL0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0776_STAMPING: P 203 1960 DL0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0776+STABILITY: SURFACE MOTION DL0776 DL0776 HISTORY - Date Condition Report By DL0776 HISTORY - 1960 MONUMENTED CGS DL0776 HISTORY - 1963 GOOD NGS DL0776 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0776 DL0776 STATION DESCRIPTION DL0776 DL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DL0776'7.1 MI N FROM BRADLEY. DL0776'ABOUT 7.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM DL0776'THE STATION AT BRADLEY, IN SECTION 7, T 18 S, R 24 W, 0.4 MILE SOUTH DL0776'OF MILEPOST 401, 162 FEET EAST OF THE EAST RAIL, 54 FEET EAST OF THE DL0776'CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF A POWER POLE, 22 FEET DL0776'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO A CHURCH, 2 DL0776'FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 DL0776'1/2 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST DL0776'PROJECTING 6 INCHES. DL0776 DL0776 STATION RECOVERY (1963) DL0776 DL0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0776'RECOVERED IN GOOD CONDITION. DL0776 DL0776 STATION RECOVERY (2004) DL0776 DL0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0776'MARK NOT FOUND. SAW MILL NOT THERE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0777 *********************************************************************** DL0777 DESIGNATION - Q 203 DL0777 PID - DL0777 DL0777 STATE/COUNTY- AR/LAFAYETTE DL0777 USGS QUAD - CANFIELD (1975) DL0777 DL0777 *CURRENT SURVEY CONTROL DL0777 ___________________________________________________________________ DL0777* NAD 83(1986)- 33 11 06. (N) 093 37 59. (W) SCALED DL0777* NAVD 88 - 78.603 (meters) 257.88 (feet) ADJUSTED DL0777 ___________________________________________________________________ DL0777 GEOID HEIGHT- -26.51 (meters) GEOID03 DL0777 DYNAMIC HT - 78.518 (meters) 257.60 (feet) COMP DL0777 MODELED GRAV- 979,557.2 (mgal) NAVD 88 DL0777 DL0777 VERT ORDER - FIRST CLASS II DL0777 DL0777.The horizontal coordinates were scaled from a topographic map and have DL0777.an estimated accuracy of +/- 6 seconds. DL0777 DL0777.The orthometric height was determined by differential leveling DL0777.and adjusted by the National Geodetic Survey in June 1991. DL0777 DL0777.The geoid height was determined by GEOID03. DL0777 DL0777.The dynamic height is computed by dividing the NAVD 88 DL0777.geopotential number by the normal gravity value computed on the DL0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0777.degrees latitude (g = 980.6199 gals.). DL0777 DL0777.The modeled gravity was interpolated from observed gravity values. DL0777 DL0777; North East Units Estimated Accuracy DL0777;SPC AR S - 458,710. 247,710. MT (+/- 180 meters Scaled) DL0777 DL0777 SUPERSEDED SURVEY CONTROL DL0777 DL0777 NGVD 29 (??/??/92) 78.656 (m) 258.06 (f) ADJ UNCH 1 2 DL0777 DL0777.Superseded values are not recommended for survey control. DL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0777.See file dsdata.txt to determine how the superseded data were derived. DL0777 DL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS409719(NAD 83) DL0777_MARKER: DB = BENCH MARK DISK DL0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DL0777_STAMPING: Q 203 1960 DL0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DL0777 DL0777 HISTORY - Date Condition Report By DL0777 HISTORY - 1960 MONUMENTED CGS DL0777 HISTORY - 1963 GOOD NGS DL0777 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0777 DL0777 STATION DESCRIPTION DL0777 DL0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DL0777'6.2 MI N FROM BRADLEY. DL0777'ABOUT 6.2 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM DL0777'THE STATION AT BRADLEY, IN SECTION 18, T 18 S, R 24 W, 0.3 MILE SOUTH DL0777'OF MILEPOST 402, 0.15 MILE NORTH OF THE POST OFFICE IN THE COMMUNITY DL0777'OF CANFIELD, 0.1 MILE NORTH OF A ROAD CROSSING, 52 FEET WEST OF THE DL0777'WEST RAIL OF THE MAIN TRACK, 37 1/2 FEET WEST OF THE WEST RAIL OF A DL0777'SIDE TRACK, 18 FEET WEST OF A 20-INCH OAK TREE, 65 FEET SOUTH OF POLE DL0777'NO. 402.10, IN LINE WITH A ROW OF TELEPHONES POLES, 1.0 FOOT NORTH OF DL0777'A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE TRACK, ON TOP OF A DL0777'5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 99 FEET DL0777'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES. DL0777 DL0777 STATION RECOVERY (1963) DL0777 DL0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0777'RECOVERED IN GOOD CONDITION. DL0777 DL0777 STATION RECOVERY (2004) DL0777 DL0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0777'MARK NOT FOUND. SAW MILL NOT THERE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0780 *********************************************************************** DL0780 DESIGNATION - R 199 DL0780 PID - DL0780 DL0780 STATE/COUNTY- AR/LAFAYETTE DL0780 USGS QUAD - CANFIELD (1975) DL0780 DL0780 *CURRENT SURVEY CONTROL DL0780 ___________________________________________________________________ DL0780* NAD 83(1986)- 33 10 25. (N) 093 38 09. (W) SCALED DL0780* NAVD 88 - 79.785 (meters) 261.76 (feet) ADJUSTED DL0780 ___________________________________________________________________ DL0780 GEOID HEIGHT- -26.49 (meters) GEOID03 DL0780 DYNAMIC HT - 79.699 (meters) 261.48 (feet) COMP DL0780 MODELED GRAV- 979,556.5 (mgal) NAVD 88 DL0780 DL0780 VERT ORDER - FIRST CLASS II DL0780 DL0780.The horizontal coordinates were scaled from a topographic map and have DL0780.an estimated accuracy of +/- 6 seconds. DL0780 DL0780.The orthometric height was determined by differential leveling DL0780.and adjusted by the National Geodetic Survey in June 1991. DL0780 DL0780.The geoid height was determined by GEOID03. DL0780 DL0780.The dynamic height is computed by dividing the NAVD 88 DL0780.geopotential number by the normal gravity value computed on the DL0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0780.degrees latitude (g = 980.6199 gals.). DL0780 DL0780.The modeled gravity was interpolated from observed gravity values. DL0780 DL0780; North East Units Estimated Accuracy DL0780;SPC AR S - 457,450. 247,430. MT (+/- 180 meters Scaled) DL0780 DL0780 SUPERSEDED SURVEY CONTROL DL0780 DL0780 NGVD 29 (??/??/92) 79.839 (m) 261.94 (f) ADJ UNCH 1 2 DL0780 DL0780.Superseded values are not recommended for survey control. DL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0780.See file dsdata.txt to determine how the superseded data were derived. DL0780 DL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS407707(NAD 83) DL0780_MARKER: DB = BENCH MARK DISK DL0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DL0780_STAMPING: R 199 1960 DL0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DL0780 DL0780 HISTORY - Date Condition Report By DL0780 HISTORY - 1960 MONUMENTED CGS DL0780 HISTORY - 1963 GOOD NGS DL0780 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0780 DL0780 STATION DESCRIPTION DL0780 DL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DL0780'5.35 MI N FROM BRADLEY. DL0780'ABOUT 5.35 MILES NORTH ALONG ST. LOUIS SOUTHWESTERN RAILWAY FROM THE DL0780'STATION AT BRADLEY, 5 POLES SOUTH OF MILEPOLE 403, 61 FEETT WEST OF DL0780'THE WEST RAIL, 106 FEET SOUTHWEST OF CENTER OF A PRIVATE ROAD DL0780'CROSSING, 88 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING DL0780'WEST, 0.7 MILE SOUTH OF STATION SIGN AT CANFIELD, 4.3 FEET SOUTH OF A DL0780'POWER POLE, 1.3 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A METAL DL0780'WITNESS POST, ABOUT 3 FEET BELOW THE TRACKS, ON THE TOP OF A 5/8-INCH DL0780'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET, AND IS ENCASED DL0780'IN A 6-INCH TILE THAT PROJECTS 2 INCHES. DL0780 DL0780 STATION RECOVERY (1963) DL0780 DL0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0780'RECOVERED IN GOOD CONDITION. DL0780 DL0780 STATION RECOVERY (2004) DL0780 DL0780'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0780'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DL0787 *********************************************************************** DL0787 DESIGNATION - TT 3 DL0787 PID - DL0787 DL0787 STATE/COUNTY- AR/LAFAYETTE DL0787 USGS QUAD - BRADLEY (1978) DL0787 DL0787 *CURRENT SURVEY CONTROL DL0787 ___________________________________________________________________ DL0787* NAD 83(1986)- 33 05 54. (N) 093 39 17. (W) SCALED DL0787* NAVD 88 - 78.850 (meters) 258.69 (feet) ADJUSTED DL0787 ___________________________________________________________________ DL0787 GEOID HEIGHT- -26.41 (meters) GEOID03 DL0787 DYNAMIC HT - 78.765 (meters) 258.41 (feet) COMP DL0787 MODELED GRAV- 979,551.6 (mgal) NAVD 88 DL0787 DL0787 VERT ORDER - FIRST CLASS II DL0787 DL0787.The horizontal coordinates were scaled from a topographic map and have DL0787.an estimated accuracy of +/- 6 seconds. DL0787 DL0787.The orthometric height was determined by differential leveling DL0787.and adjusted by the National Geodetic Survey in June 1991. DL0787 DL0787.The geoid height was determined by GEOID03. DL0787 DL0787.The dynamic height is computed by dividing the NAVD 88 DL0787.geopotential number by the normal gravity value computed on the DL0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DL0787.degrees latitude (g = 980.6199 gals.). DL0787 DL0787.The modeled gravity was interpolated from observed gravity values. DL0787 DL0787; North East Units Estimated Accuracy DL0787;SPC AR S - 449,130. 245,530. MT (+/- 180 meters Scaled) DL0787 DL0787 SUPERSEDED SURVEY CONTROL DL0787 DL0787 NGVD 29 (??/??/92) 78.909 (m) 258.89 (f) ADJ UNCH 1 2 DL0787 DL0787.Superseded values are not recommended for survey control. DL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DL0787.See file dsdata.txt to determine how the superseded data were derived. DL0787 DL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS389623(NAD 83) DL0787_MARKER: DD = SURVEY DISK DL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DL0787_STAMPING: TT 3 JCL 1949 DL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DL0787+STABILITY: SURFACE MOTION DL0787 DL0787 HISTORY - Date Condition Report By DL0787 HISTORY - 1949 MONUMENTED USGS DL0787 HISTORY - 1960 GOOD NGS DL0787 HISTORY - 1963 GOOD NGS DL0787 HISTORY - 20041226 MARK NOT FOUND USPSQD DL0787 DL0787 STATION DESCRIPTION DL0787 DL0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DL0787'IN BRADLEY. DL0787'AT THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, 23 FEET WEST OF THE DL0787'WEST RAIL OF THE MAIN TRACK, 27 1/2 FEET NORTH OF THE NORTHEAST CORNER DL0787'OF THE STATION, ABOUT 1 FOOT BELOW THE TRACKS, AND IN THE TOP OF A DL0787'CONCRETE POST PROJECTING 6 INCHES. DL0787 DL0787 STATION RECOVERY (1963) DL0787 DL0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DL0787'RECOVERED IN GOOD CONDITION. DL0787 DL0787 STATION RECOVERY (2004) DL0787 DL0787'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) DL0787'MARK NOT FOUND. STATION NO LONGER THERE.