1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE8546 *********************************************************************** DE8546 DESIGNATION - 16190 A DE8546 PID - DE8546 DE8546 STATE/COUNTY- SC/AIKEN DE8546 USGS QUAD - NORTH AUGUSTA (1980) DE8546 DE8546 *CURRENT SURVEY CONTROL DE8546 ___________________________________________________________________ DE8546* NAD 83(1986)- 33 34 45.08099(N) 081 56 23.13047(W) ADJUSTED DE8546* NAVD 88 - 158.49 (meters) 520.0 (feet) GPS OBS DE8546 ___________________________________________________________________ DE8546 LAPLACE CORR- -3.88 (seconds) DEFLEC99 DE8546 GEOID HEIGHT- -30.02 (meters) GEOID99 DE8546 DE8546 HORZ ORDER - FIRST DE8546 DE8546.The North Carolina/South Carolina HARNS have been completed but, DE8546.due to contractual restrictions, coordinates for these stations DE8546.will NOT be published in the near future. In the interim, the DE8546.published coordinates in North and South Carolina will not be DE8546.consistent with the Continuously Operating Reference Stations DE8546.(CORS). The HARN coordinates for these stations are available DE8546.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE8546.Lapine(803-896-7700). DE8546. DE8546.In addition, the published North and South Carolina positions DE8546.(NAD 83 (1986)) are NOT consistent with those determined in DE8546.adjacent state readjustments. The discontinuity between stations DE8546.located in North or South Carolina and those in adjacent states DE8546.which have been adjusted to the HARN may be as much as 5 DE8546.decimeters. This will result in a significant loss of accuracy DE8546.over lines crossing such state borders. DE8546 DE8546 DE8546.The horizontal coordinates were established by GPS observations DE8546.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE8546 DE8546.The orthometric height was determined by GPS observations and a DE8546.high-resolution geoid model using precise GPS observation and DE8546.processing techniques. DE8546 DE8546.The Laplace correction was computed from DEFLEC99 derived deflections. DE8546 DE8546.The geoid height was determined by GEOID99. DE8546 DE8546; North East Units Scale Converg. DE8546;SPC SC - 194,005.282 522,373.946 MT 0.99979489 -0 31 15.6 DE8546;SPC SC - 636,500.27 1,713,825.28 iFT 0.99979489 -0 31 15.6 DE8546;UTM 17 - 3,715,894.503 412,788.216 MT 0.99969377 -0 31 11.3 DE8546 DE8546 SUPERSEDED SURVEY CONTROL DE8546 DE8546.No superseded survey control is available for this station. DE8546 DE8546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1278815895(NAD 83) DE8546_MARKER: DD = SURVEY DISK DE8546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8546_STAMPING: 16190 A 1994 DE8546_MARK LOGO: SCDOT DE8546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8546+STABILITY: SURFACE MOTION DE8546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8546+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 DE8546 DE8546 HISTORY - Date Condition Report By DE8546 HISTORY - 1994 MONUMENTED SCDOT DE8546 HISTORY - 20001220 GOOD SCGS DE8546 HISTORY - 20031006 GOOD USPSQD DE8546 DE8546 STATION DESCRIPTION DE8546 DE8546'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE8546'STATION IS LOCATED 5.6 MILES (9.0 KM) NORTH NORTHEAST OF NORTH DE8546'AUGUSTA, 12.8 MILES (20.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE8546'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE8546'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE8546'INTERSTATE 20 (EXIT 5) , STATE HIGHWAY 121 AND U.S. HIGHWAY 25 DE8546'(EDGEFIELD ROAD) , 4.1 MILES (6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO DE8546'NORTH ON HIGHWAYS 25 AND 121 FOR 1.0 MILE (1.6 KM) TO THE STATION ON DE8546'THE LEFT IN THE SOUTHWEST ANGLE OF A PAVED ROAD LEFT (PENN STREET) . DE8546'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 DE8546'CM) ABOVE THE HIGHWAY, 25.1 FEET (7.7 M) WEST OF THE CENTER OF THE DE8546'SOUTHBOUND LANES OF THE HIGHWAY, 38.2 FEET (11.6 M) SOUTH OF THE DE8546'CENTER OF THE STREET, 11.7 FEET (3.6 M) EAST SOUTHEAST OF THE DE8546'SOUTHEAST CORNER OF A GRANITE FENCE PILLAR, 28.8 FEET (8.8 M) EAST DE8546'SOUTHEAST OF A POWER POLE NUMBER 251160 WITH SECURITY LIGHT AND THREE DE8546'GUY WIRES, 16.8 FEET (5.1 M) SOUTH SOUTHEAST OF A WITNESS POST. DE8546'RECOVERED BY R.P. MCKEOWN. DE8546 DE8546 STATION RECOVERY (2003) DE8546 DE8546'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE8546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3297 *********************************************************************** DE3297 DESIGNATION - 2 006 DE3297 PID - DE3297 DE3297 STATE/COUNTY- SC/AIKEN DE3297 USGS QUAD - GRANITEVILLE (1980) DE3297 DE3297 *CURRENT SURVEY CONTROL DE3297 ___________________________________________________________________ DE3297* NAD 83(1986)- 33 34 08. (N) 081 48 24. (W) SCALED DE3297* NAVD 88 - 70.957 (meters) 232.80 (feet) ADJUSTED DE3297 ___________________________________________________________________ DE3297 GEOID HEIGHT- -30.39 (meters) GEOID99 DE3297 DYNAMIC HT - 70.881 (meters) 232.55 (feet) COMP DE3297 MODELED GRAV- 979,570.5 (mgal) NAVD 88 DE3297 DE3297 VERT ORDER - FIRST CLASS II DE3297 DE3297.The horizontal coordinates were scaled from a topographic map and have DE3297.an estimated accuracy of +/- 6 seconds. DE3297 DE3297.The orthometric height was determined by differential leveling DE3297.and adjusted by the National Geodetic Survey in April 1994. DE3297 DE3297.The geoid height was determined by GEOID99. DE3297 DE3297.The dynamic height is computed by dividing the NAVD 88 DE3297.geopotential number by the normal gravity value computed on the DE3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3297.degrees latitude (g = 980.6199 gals.). DE3297 DE3297.The modeled gravity was interpolated from observed gravity values. DE3297 DE3297; North East Units Estimated Accuracy DE3297;SPC SC - 192,760. 534,720. MT (+/- 180 meters Scaled) DE3297 DE3297 SUPERSEDED SURVEY CONTROL DE3297 DE3297.No superseded survey control is available for this station. DE3297 DE3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT251146(NAD 83) DE3297_MARKER: DD = SURVEY DISK DE3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3297_STAMPING: 2 006 1992 DE3297_MARK LOGO: SCGS DE3297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3297+STABILITY: SURFACE MOTION DE3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3297+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3297 DE3297 HISTORY - Date Condition Report By DE3297 HISTORY - 1992 MONUMENTED SCGS DE3297 HISTORY - 20001204 GOOD SCGS DE3297 HISTORY - 20030922 GOOD USPSQD DE3297 DE3297 STATION DESCRIPTION DE3297 DE3297'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3297'STATION IS LOCATED IN GRANITEVILLE, 4.85 MILES (7.81 KM) WEST OF DE3297'AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3297'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3297'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE3297'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE3297'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE DE3297'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT DE3297'CROSSING A SET OF RAILROAD TRACKS, BEAR RIGHT ON HIGHWAY 191 (CANAL DE3297'STREET) FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF STATE ROAD 33 DE3297'(AIKEN STREET) RIGHT AND JACKSON STREET LEFT AND THE STATION IN A DE3297'GRASSY STRIP BETWEEN THE CURB AND SIDEWALK IN THE SOUTHEAST ANGLE. DE3297'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE3297'HIGHWAY, 5.0 FEET (1.5 M) SOUTH SOUTHWEST OF THE NORTH EDGE OF THE DE3297'CURB OF AIKEN STREET, 1.9 FEET (0.6 M) NORTH NORTHEAST OF THE NORTH DE3297'EDGE OF THE SIDEWALK OF AIKEN STREET, 2.6 FEET (0.8 M) EAST SOUTHEAST DE3297'OF THE EAST EDGE OF THE SIDEWALK OF THE HIGHWAY, 9.6 FEET (2.9 M) DE3297'NORTH NORTHEAST OF A POWER POLE NUMBER 94061 WITH SECURITY LIGHT, 8.4 DE3297'FEET (2.6 M) EAST SOUTHEAST OF A TELEPHONE POLE, 10.2 FEET (3.1 M) DE3297'EAST OF A WITNESS POST. DE3297'DESCRIBED BY T. HALL. DE3297 DE3297 STATION RECOVERY (2000) DE3297 DE3297'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3297'STATION IS LOCATED 5.0 MILES (8.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3297'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3297'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. DE3297'HIGHWAYS 1, 78 AND STATE HIGHWAY 191 (MAIN STREET) , 5.1 MILES (8.2 DE3297'KM) WEST OF AIKEN, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO DE3297'THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) , BEAR LEFT ON HIGHWAY 191 DE3297'(CANAL STREET) FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE RIGHT DE3297'NEAR A POWER POLE IN THE SOUTH ANGLE OF THE JUNCTION OF STATE ROAD 33 DE3297'(AIKEN ROAD) RIGHT AND ASCAUGUA LAKE LEFT. STATION IS A CONCRETE POST DE3297'FLUSH WITH THE GROUND AND LEVEL WITH A SIDEWALK, 1.7 FEET (0.5 M) DE3297'NORTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK, 17.0 FEET (5.2 M) DE3297'SOUTH OF THE CENTER OF ROAD 33, 24.7 FEET (7.5 M) EAST OF THE CENTER DE3297'OF THE HIGHWAY, 9.8 FEET (3.0 M) NORTH OF THE POWER POLE NUMBER 94061 DE3297'WITH SECURITY LIGHT, 2.2 FEET (0.7 M) EAST OF THE EAST EDGE OF A DE3297'CONCRETE SIDEWALK, 4.9 FEET (1.5 M) SOUTH OF THE SOUTH EDGE OF THE DE3297'CONCRETE CURB, 8.2 FEET (2.5 M) EAST SOUTHEAST OF A WITNESS POST. DE3297'RECOVERED BY M.J. UGGIANO. DE3297 DE3297 STATION RECOVERY (2003) DE3297 DE3297'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3297'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3379 *********************************************************************** DE3379 DESIGNATION - 2 007 DE3379 PID - DE3379 DE3379 STATE/COUNTY- SC/AIKEN DE3379 USGS QUAD - GRANITEVILLE (1980) DE3379 DE3379 *CURRENT SURVEY CONTROL DE3379 ___________________________________________________________________ DE3379* NAD 83(1986)- 33 31 34. (N) 081 49 48. (W) SCALED DE3379* NAVD 88 - 62.686 (meters) 205.66 (feet) ADJUSTED DE3379 ___________________________________________________________________ DE3379 GEOID HEIGHT- -30.39 (meters) GEOID99 DE3379 DYNAMIC HT - 62.619 (meters) 205.44 (feet) COMP DE3379 MODELED GRAV- 979,558.0 (mgal) NAVD 88 DE3379 DE3379 VERT ORDER - FIRST CLASS II DE3379 DE3379.The horizontal coordinates were scaled from a topographic map and have DE3379.an estimated accuracy of +/- 6 seconds. DE3379 DE3379.The orthometric height was determined by differential leveling DE3379.and adjusted by the National Geodetic Survey in April 1994. DE3379 DE3379.The geoid height was determined by GEOID99. DE3379 DE3379.The dynamic height is computed by dividing the NAVD 88 DE3379.geopotential number by the normal gravity value computed on the DE3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3379.degrees latitude (g = 980.6199 gals.). DE3379 DE3379.The modeled gravity was interpolated from observed gravity values. DE3379 DE3379; North East Units Estimated Accuracy DE3379;SPC SC - 188,030. 532,510. MT (+/- 180 meters Scaled) DE3379 DE3379 SUPERSEDED SURVEY CONTROL DE3379 DE3379.No superseded survey control is available for this station. DE3379 DE3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT229099(NAD 83) DE3379_MARKER: DD = SURVEY DISK DE3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3379_STAMPING: 2 007 1992 DE3379_MARK LOGO: SCGS DE3379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3379+STABILITY: SURFACE MOTION DE3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3379+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE3379 DE3379 HISTORY - Date Condition Report By DE3379 HISTORY - 1992 MONUMENTED SCGS DE3379 HISTORY - 20001206 GOOD SCGS DE3379 HISTORY - 20031001 GOOD USPSQD DE3379 DE3379 STATION DESCRIPTION DE3379 DE3379'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3379'STATION IS LOCATED IN GLOVERVILLE, 6.55 MILES (10.54 KM) SOUTHWEST OF DE3379'AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3379'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE3379'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE3379'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO DE3379'THE STATION NEAR A DECORATIVE BRICK PLANTER IN THE EAST ANGLE OF THE DE3379'JUNCTION OF STATE ROADS 202 (PINE STREET) AND 483. DE3379'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH DE3379'THE HIGHWAY, 35.3 FEET (10.8 M) SOUTHEAST OF THE CENTER OF THE DE3379'HIGHWAY, 18.2 FEET (5.5 M) NORTHEAST OF THE CENTER OF ROAD 202, 4.2 DE3379'FEET (1.3 M) SOUTH SOUTHEAST OF THE WEST CORNER OF THE BRICK PLANTER, DE3379'9.6 FEET (2.9 M) NORTH NORTHWEST OF THE CENTER OF A METAL DRAIL HOLE DE3379'COVER, 1.9 FEET (0.6 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE BRICK DE3379'PLANTER, 1.9 FEET (0.6 M) SOUTHEAST OF A WITNESS POST. DE3379'DESCRIBED BY T. HALL. DE3379 DE3379 STATION RECOVERY (2000) DE3379 DE3379'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3379'STATION IS LOCATED 6.7 MILES (10.8 KM) WEST SOUTHWEST OF AIKEN, 8.0 DE3379'MILES (12.9 KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DE3379'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3379'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE3379'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE3379'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE3379'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO THE DE3379'STATION ON THE LEFT NEAR THE WEST CORNER OF A SMALL BRICK WALL IN THE DE3379'EAST ANGLE OF THE JUNCTION OF STATE ROAD 202 (PINE STREET) . STATION DE3379'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE DE3379'HIGHWAY, 17.0 FEET (5.2 M) NORTHEAST OF THE CENTER OF ROAD 202, 10.0 DE3379'FEET (3.0 M) NORTH NORTHWEST OF A STEEL MANHOLE COVER, 4.1 FEET (1.2 DE3379'M) SOUTH OF THE WEST CORNER OF THE BRICK WALL, 6.3 FEET (1.9 M) WEST DE3379'NORTHWEST OF THE SOUTH CORNER OF THE BRICK WALL, 2.4 FEET (0.7 M) DE3379'NORTHEAST OF THE EAST EDGE OF ROAD 202 CURB, 0.9 FOOT (27.4 CM) DE3379'SOUTHWEST OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE3379 DE3379 STATION RECOVERY (2003) DE3379 DE3379'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3379'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3378 *********************************************************************** DE3378 DESIGNATION - 2 008 DE3378 PID - DE3378 DE3378 STATE/COUNTY- SC/AIKEN DE3378 USGS QUAD - GRANITEVILLE (1980) DE3378 DE3378 *CURRENT SURVEY CONTROL DE3378 ___________________________________________________________________ DE3378* NAD 83(1986)- 33 31 18. (N) 081 50 07. (W) SCALED DE3378* NAVD 88 - 55.907 (meters) 183.42 (feet) ADJUSTED DE3378 ___________________________________________________________________ DE3378 GEOID HEIGHT- -30.39 (meters) GEOID99 DE3378 DYNAMIC HT - 55.847 (meters) 183.22 (feet) COMP DE3378 MODELED GRAV- 979,557.2 (mgal) NAVD 88 DE3378 DE3378 VERT ORDER - FIRST CLASS II DE3378 DE3378.The horizontal coordinates were scaled from a topographic map and have DE3378.an estimated accuracy of +/- 6 seconds. DE3378 DE3378.The orthometric height was determined by differential leveling DE3378.and adjusted by the National Geodetic Survey in April 1994. DE3378 DE3378.The geoid height was determined by GEOID99. DE3378 DE3378.The dynamic height is computed by dividing the NAVD 88 DE3378.geopotential number by the normal gravity value computed on the DE3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3378.degrees latitude (g = 980.6199 gals.). DE3378 DE3378.The modeled gravity was interpolated from observed gravity values. DE3378 DE3378; North East Units Estimated Accuracy DE3378;SPC SC - 187,540. 532,020. MT (+/- 180 meters Scaled) DE3378 DE3378 SUPERSEDED SURVEY CONTROL DE3378 DE3378.No superseded survey control is available for this station. DE3378 DE3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT224094(NAD 83) DE3378_MARKER: DD = SURVEY DISK DE3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3378_STAMPING: 2 008 1992 DE3378_MARK LOGO: SCGS DE3378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3378+STABILITY: SURFACE MOTION DE3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3378+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE3378 DE3378 HISTORY - Date Condition Report By DE3378 HISTORY - 1992 MONUMENTED SCGS DE3378 HISTORY - 20001206 GOOD SCGS DE3378 HISTORY - 20031001 GOOD USPSQD DE3378 DE3378 STATION DESCRIPTION DE3378 DE3378'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3378'STATION IS LOCATED 0.55 MILE (0.89 KM) NORTHEAST OF LANGLEY, 0.45 MILE DE3378'(0.72 KM) SOUTHWEST OF GLOVERVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3378'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3378'803-737-1350. DE3378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE3378'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE3378'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 2.05 MILES (3.30 KM) TO DE3378'THE JUNCTION OF STATE ROADS 202 (PINE STREET) AND 483, CONTINUE ON DE3378'HIGHWAY 421 FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR A DE3378'BRICK SIGN FOR THE OUR LADY OF THE VALLEY CATHOLIC CHURCH. DE3378'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH DE3378'THE HIGHWAY, 3.8 FEET (1.2 M) SOUTH SOUTHEAST OF THE SOUTH EDGE OF A DE3378'SIDEWALK OF THE HIGHWAY, 75.5 FEET (23.0 M) WEST SOUTHWEST OF THE DE3378'CENTER OF THE EAST DRIVEWAY TO THE CHURCH, 59.5 FEET (18.1 M) EAST DE3378'NORTHEAST OF THE CENTER OF THE WEST DRIVEWAY TO THE CHURCH, 5.6 FEET DE3378'(1.7 M) NORTH NORTHWEST OF THE NORTH END OF THE BRICK SIGN. DE3378'DESCRIBED BY T. HALL. DE3378 DE3378 STATION RECOVERY (2000) DE3378 DE3378'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3378'STATION IS LOCATED 7.1 MILES (11.4 KM) WEST SOUTHWEST OF AIKEN, 7.6 DE3378'MILES (12.2 KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DE3378'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3378'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE3378'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE3378'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE3378'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 2.45 MILES (3.94 KM) TO THE DE3378'STATION ON THE LEFT NEAR A SIGN FOR OUR LADY OF THE VALLEY CHURCH. DE3378'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH DE3378'THE HIGHWAY, 32.3 FEET (9.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE DE3378'HIGHWAY, 59.3 FEET (18.1 M) EAST NORTHEAST OF THE CENTER OF THE DE3378'WESTERN ENTRANCE DRIVEWAY, 76.2 FEET (23.2 M) WEST SOUTHWEST OF THE DE3378'CENTER OF THE EAST ENTRANCE DRIVEWAY, 6.2 FEET (1.9 M) NORTH NORTHWEST DE3378'OF THE NORTH END OF THE BRICK SIGN, 4.2 FEET (1.3 M) SOUTH SOUTHEAST DE3378'OF THE SOUTH EDGE OF A SIDEWALK. RECOVERED BY M.J. UGGIANO. DE3378 DE3378 STATION RECOVERY (2003) DE3378 DE3378'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3378'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3377 *********************************************************************** DE3377 DESIGNATION - 2 009 DE3377 PID - DE3377 DE3377 STATE/COUNTY- SC/AIKEN DE3377 USGS QUAD - GRANITEVILLE (1980) DE3377 DE3377 *CURRENT SURVEY CONTROL DE3377 ___________________________________________________________________ DE3377* NAD 83(1986)- 33 30 45.90688(N) 081 51 07.45440(W) ADJUSTED DE3377* NAVD 88 - 57.302 (meters) 188.00 (feet) ADJUSTED DE3377 ___________________________________________________________________ DE3377 LAPLACE CORR- -3.44 (seconds) DEFLEC99 DE3377 GEOID HEIGHT- -30.36 (meters) GEOID99 DE3377 DYNAMIC HT - 57.240 (meters) 187.79 (feet) COMP DE3377 MODELED GRAV- 979,557.1 (mgal) NAVD 88 DE3377 DE3377 HORZ ORDER - FIRST DE3377 VERT ORDER - FIRST CLASS II DE3377 DE3377.The North Carolina/South Carolina HARNS have been completed but, DE3377.due to contractual restrictions, coordinates for these stations DE3377.will NOT be published in the near future. In the interim, the DE3377.published coordinates in North and South Carolina will not be DE3377.consistent with the Continuously Operating Reference Stations DE3377.(CORS). The HARN coordinates for these stations are available DE3377.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE3377.Lapine(803-896-7700). DE3377. DE3377.In addition, the published North and South Carolina positions DE3377.(NAD 83 (1986)) are NOT consistent with those determined in DE3377.adjacent state readjustments. The discontinuity between stations DE3377.located in North or South Carolina and those in adjacent states DE3377.which have been adjusted to the HARN may be as much as 5 DE3377.decimeters. This will result in a significant loss of accuracy DE3377.over lines crossing such state borders. DE3377 DE3377 DE3377.The horizontal coordinates were established by GPS observations DE3377.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE3377 DE3377.The orthometric height was determined by differential leveling DE3377.and adjusted by the National Geodetic Survey in April 1994. DE3377 DE3377.The Laplace correction was computed from DEFLEC99 derived deflections. DE3377 DE3377.The geoid height was determined by GEOID99. DE3377 DE3377.The dynamic height is computed by dividing the NAVD 88 DE3377.geopotential number by the normal gravity value computed on the DE3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3377.degrees latitude (g = 980.6199 gals.). DE3377 DE3377.The modeled gravity was interpolated from observed gravity values. DE3377 DE3377; North East Units Scale Converg. DE3377;SPC SC - 186,567.643 530,451.975 MT 0.99979737 -0 28 20.6 DE3377;SPC SC - 612,098.57 1,740,328.00 iFT 0.99979737 -0 28 20.6 DE3377;UTM 17 - 3,708,457.909 420,865.555 MT 0.99967720 -0 28 13.7 DE3377 DE3377 SUPERSEDED SURVEY CONTROL DE3377 DE3377 NAVD 88 (11/18/02) 57.30 (m) 188.0 (f) LEVELING 3 DE3377 DE3377.Superseded values are not recommended for survey control. DE3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE3377.See file dsdata.txt to determine how the superseded data were derived. DE3377 DE3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2086608458(NAD 83) DE3377_MARKER: DD = SURVEY DISK DE3377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3377_STAMPING: 2 009 1992 DE3377_MARK LOGO: SCGS DE3377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3377+STABILITY: SURFACE MOTION DE3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3377+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE3377 DE3377 HISTORY - Date Condition Report By DE3377 HISTORY - 1992 MONUMENTED SCGS DE3377 HISTORY - 20001206 GOOD SCGS DE3377 HISTORY - 20031001 GOOD USPSQD DE3377 DE3377 STATION DESCRIPTION DE3377 DE3377'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3377'STATION IS LOCATED IN BURNETTOWN, 0.9 MILE (1.4 KM) NORTHEAST OF BATH. DE3377'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3377'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE3377'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE3377'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO DE3377'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), CONTINUE ON HIGHWAY DE3377'421 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 702 (ROYAL DE3377'STREET)AND THE STATION NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DE3377'JUNCTION. DE3377'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH DE3377'THE HIGHWAY, 3.8 FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A DE3377'SIDEWALK OF THE HIGHWAY, 1.5 FEET (0.5 M) NORTH OF THE POWER POLE DE3377'C-39136/28 WITH TWO SECURITY LIGHTS, 24.5 FEET (7.5 M) SOUTHWEST OF DE3377'THE CENTER OF ROAD 702, 11.0 FEET (3.4 M) SOUTH OF THE CENTER OF A DE3377'METAL SEWER COVER SET INTO THE SIDEWALK, 41.5 FEET (12.6 M) SOUTH DE3377'SOUTHWEST OF A NEARLY BURIED FIRE HYDRANT, 1.5 FEET (0.5 M) NORTH OF DE3377'A WITNESS POST. DE3377'DESCRIBED BY T. HALL. DE3377 DE3377 STATION RECOVERY (2000) DE3377 DE3377'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3377'STATION IS LOCATED 6.5 MILES (10.5 KM) EAST OF NORTH AUGUSTA, 8.2 DE3377'MILES (13.2 KM) WEST SOUTHWEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR DE3377'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3377'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE3377'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE3377'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE3377'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 3.6 MILES (5.8 KM) TO THE DE3377'STATION ON THE LEFT NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DE3377'JUNCTION OF STATE ROAD 702 (ROYAL STREET) . STATION IS A CONCRETE DE3377'POST RECESSED 0.4 FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW A DE3377'SIDEWALK, 4.1 FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE DE3377'SIDEWALK, 1.7 FEET (0.5 M) NORTH OF THE POWER POLE 100/C-39136/28 WITH DE3377'SECURITY LIGHT, 11.1 FEET (3.4 M) SOUTH OF A SEWER MANHOLE COVER, 23.3 DE3377'FEET (7.1 M) SOUTHWEST OF THE CENTER OF ROAD 702, 41.8 FEET (12.7 M) DE3377'SOUTHWEST OF A PARTIALLY BURIED FIRE HYDRANT, 1.5 FEET (0.5 M) NORTH DE3377'OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE3377 DE3377 STATION RECOVERY (2003) DE3377 DE3377'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3377'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3376 *********************************************************************** DE3376 DESIGNATION - 2 010 DE3376 PID - DE3376 DE3376 STATE/COUNTY- SC/AIKEN DE3376 USGS QUAD - GRANITEVILLE (1980) DE3376 DE3376 *CURRENT SURVEY CONTROL DE3376 ___________________________________________________________________ DE3376* NAD 83(1986)- 33 30 44. (N) 081 50 45. (W) SCALED DE3376* NAVD 88 - 69.018 (meters) 226.44 (feet) ADJUSTED DE3376 ___________________________________________________________________ DE3376 GEOID HEIGHT- -30.37 (meters) GEOID99 DE3376 DYNAMIC HT - 68.943 (meters) 226.19 (feet) COMP DE3376 MODELED GRAV- 979,556.1 (mgal) NAVD 88 DE3376 DE3376 VERT ORDER - FIRST CLASS II DE3376 DE3376.The horizontal coordinates were scaled from a topographic map and have DE3376.an estimated accuracy of +/- 6 seconds. DE3376 DE3376.The orthometric height was determined by differential leveling DE3376.and adjusted by the National Geodetic Survey in April 1994. DE3376 DE3376.The geoid height was determined by GEOID99. DE3376 DE3376.The dynamic height is computed by dividing the NAVD 88 DE3376.geopotential number by the normal gravity value computed on the DE3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3376.degrees latitude (g = 980.6199 gals.). DE3376 DE3376.The modeled gravity was interpolated from observed gravity values. DE3376 DE3376; North East Units Estimated Accuracy DE3376;SPC SC - 186,500. 531,030. MT (+/- 180 meters Scaled) DE3376 DE3376 SUPERSEDED SURVEY CONTROL DE3376 DE3376.No superseded survey control is available for this station. DE3376 DE3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT214083(NAD 83) DE3376_MARKER: DD = SURVEY DISK DE3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3376_STAMPING: 2 010 1992 DE3376_MARK LOGO: SCGS DE3376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3376+STABILITY: SURFACE MOTION DE3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3376+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE3376 DE3376 HISTORY - Date Condition Report By DE3376 HISTORY - 1992 MONUMENTED SCGS DE3376 HISTORY - 20001206 GOOD SCGS DE3376 HISTORY - 20031001 GOOD USPSQD DE3376 DE3376 STATION DESCRIPTION DE3376 DE3376'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3376'STATION IS LOCATED 0.4 MILE (0.6 KM) EAST OF LANGLEY. DE3376'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3376'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE3376'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE3376'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 3.4 MILES (5.5 KM) TO DE3376'THE JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD), TURN LEFT ON ROAD 66 DE3376'FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. DE3376'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH DE3376'THE ROAD, 21.3 FEET (6.5 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, DE3376'2.0 FEET (0.6 M) NORTH OF THE POWER POLE C-45488, 84.8 FEET (25.8 M) DE3376'NORTHWEST OF THE NORTHWEST END OF A 2.0-FOOT CONCRETE PIPE CULVERT DE3376'BENEATH A DRIVEWAY TO A BRICK HOUSE NUMBER 107, 39.0 FEET (11.9 M) DE3376'SOUTH SOUTHEAST OF THE SOUTHEAST END OF A 2.0-FOOT CONCRETE PIPE DE3376'CULVERT BENEATH A DRIVEWAY TO A VACANT LOT, 56.8 FEET (17.3 M) NORTH DE3376'NORTHEAST OF THE NORTH CORNER OF A BRICK HOUSE NUMBER 107, 1.4 FEET DE3376'(0.4 M) NORTH OF A WITNESS POST. DE3376'DESCRIBED BY T. HALL. DE3376 DE3376 STATION RECOVERY (2000) DE3376 DE3376'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3376'STATION IS LOCATED 6.9 MILES (11.1 KM) EAST OF NORTH AUGUSTA, 7.9 DE3376'MILES (12.7 KM) WEST SOUTHWEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR DE3376'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3376'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE3376'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE3376'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE3376'AIKEN, GO SOUTHWEST ON HIGHWAY 421 3.35 MILES (5.39 KM) TO THE DE3376'JUNCTION OF STATE ROAD 66 (HUBER CLAY ROAD) , TURN LEFT ON ROAD 66 FOR DE3376'0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE DE3376'C-45488 WITH A TRANSFORMER AND SECURITY LIGHT. STATION IS A CONCRETE DE3376'POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 22.0 FEET DE3376'(6.7 M) SOUTHWEST OF THE CENTER OF THE ROAD, 2.2 FEET (0.7 M) NORTH OF DE3376'THE POWER POLE, 39.6 FEET (12.1 M) SOUTHEAST OF THE SOUTHEAST END OF A DE3376'1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL DRIVE INTO A SAND PIT, DE3376'58.8 FEET (17.9 M) NORTH NORTHEAST OF THE NORTH CORNER OF A HOUSE DE3376'NUMBER 162, 1.5 FEET (0.5 M) NORTH OF A WITNESS POST. RECOVERED BY DE3376'M.J. UGGIANO. DE3376 DE3376 STATION RECOVERY (2003) DE3376 DE3376'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3360 *********************************************************************** DE3360 DESIGNATION - 2 048 DE3360 PID - DE3360 DE3360 STATE/COUNTY- SC/AIKEN DE3360 USGS QUAD - GRANITEVILLE (1980) DE3360 DE3360 *CURRENT SURVEY CONTROL DE3360 ___________________________________________________________________ DE3360* NAD 83(1986)- 33 30 01.72408(N) 081 49 05.88611(W) ADJUSTED DE3360* NAVD 88 - 140.093 (meters) 459.62 (feet) ADJUSTED DE3360 ___________________________________________________________________ DE3360 LAPLACE CORR- -2.82 (seconds) DEFLEC99 DE3360 GEOID HEIGHT- -30.44 (meters) GEOID99 DE3360 DYNAMIC HT - 139.942 (meters) 459.13 (feet) COMP DE3360 MODELED GRAV- 979,551.9 (mgal) NAVD 88 DE3360 DE3360 HORZ ORDER - FIRST DE3360 VERT ORDER - FIRST CLASS II DE3360 DE3360.The North Carolina/South Carolina HARNS have been completed but, DE3360.due to contractual restrictions, coordinates for these stations DE3360.will NOT be published in the near future. In the interim, the DE3360.published coordinates in North and South Carolina will not be DE3360.consistent with the Continuously Operating Reference Stations DE3360.(CORS). The HARN coordinates for these stations are available DE3360.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE3360.Lapine(803-896-7700). DE3360. DE3360.In addition, the published North and South Carolina positions DE3360.(NAD 83 (1986)) are NOT consistent with those determined in DE3360.adjacent state readjustments. The discontinuity between stations DE3360.located in North or South Carolina and those in adjacent states DE3360.which have been adjusted to the HARN may be as much as 5 DE3360.decimeters. This will result in a significant loss of accuracy DE3360.over lines crossing such state borders. DE3360 DE3360 DE3360.The horizontal coordinates were established by GPS observations DE3360.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE3360 DE3360.The orthometric height was determined by differential leveling DE3360.and adjusted by the National Geodetic Survey in April 1994. DE3360 DE3360.The Laplace correction was computed from DEFLEC99 derived deflections. DE3360 DE3360.The geoid height was determined by GEOID99. DE3360 DE3360.The dynamic height is computed by dividing the NAVD 88 DE3360.geopotential number by the normal gravity value computed on the DE3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3360.degrees latitude (g = 980.6199 gals.). DE3360 DE3360.The modeled gravity was interpolated from observed gravity values. DE3360 DE3360; North East Units Scale Converg. DE3360;SPC SC - 185,181.370 533,577.899 MT 0.99979798 -0 27 13.2 DE3360;SPC SC - 607,550.43 1,750,583.66 iFT 0.99979798 -0 27 13.2 DE3360;UTM 17 - 3,707,071.914 423,991.141 MT 0.99967123 -0 27 06.0 DE3360 DE3360 SUPERSEDED SURVEY CONTROL DE3360 DE3360 NAVD 88 (11/18/02) 140.09 (m) 459.6 (f) LEVELING 3 DE3360 DE3360.Superseded values are not recommended for survey control. DE3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE3360.See file dsdata.txt to determine how the superseded data were derived. DE3360 DE3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2399107072(NAD 83) DE3360_MARKER: DD = SURVEY DISK DE3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3360_STAMPING: 2 048 1992 DE3360_MARK LOGO: SCGS DE3360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3360+STABILITY: SURFACE MOTION DE3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3360+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000 DE3360 DE3360 HISTORY - Date Condition Report By DE3360 HISTORY - 1992 MONUMENTED SCGS DE3360 HISTORY - 20001212 GOOD SCGS DE3360 HISTORY - 20031001 MARK NOT FOUND USPSQD DE3360 DE3360 STATION DESCRIPTION DE3360 DE3360'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3360'STATION IS LOCATED 1.9 MILES (3.1 KM) SOUTHEAST OF LANGLEY, 6.8 MILES DE3360'(10.9 KM) SOUTHWEST OF AIKEN. OWNERSHIP--SCDHPT, DIRECTOR OF DE3360'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3360'803-737-1350. DE3360'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE3360'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE3360'WARRENVILLE, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO DE3360'THE JUNCTION OF STATE ROAD 87 (PINE LOG ROAD), TURN RIGHT ON ROAD 87 DE3360'FOR 2.75 MILES (4.43 KM) TO THE JUNCTION OF STATE ROAD 65 (PINE LOG DE3360'ROAD) BEARS LEFT AND STATE ROAD 87 (PINEY HEIGHTS ROAD) AND THE DE3360'STATION ON THE RIGHT NEAR A SIGN FOR THE PINE FOREST BAPTIST CHURCH DE3360'ANNEX BUILDING. DE3360'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE3360'(15.2 CM) ABOVE ROAD 87, 19.3 FEET (5.9 M) NORTHWEST OF A METAL WATER DE3360'METER COVER AT THE ROADS EDGE, 81.5 FEET (24.8 M) NORTH OF THE CENTER DE3360'OF ROAD 87, 7.7 FEET (2.3 M) WEST OF A WOODEN CABLE FENCE POST WITH A DE3360'SCGS REFERENCE WASHER ATTACHED, 78.4 FEET (23.9 M) SOUTH OF THE DE3360'SOUTHEAST CORNER OF THE BUILDING, 6.3 FEET (1.9 M) EAST SOUTHEAST OF DE3360'THE SIGN POST, 83.2 FEET (25.4 M) SOUTHEAST OF A SECURITY LIGHT POLE DE3360'NUMBER 19034/522-6-6.7-7.7, 8.0 FEET (2.4 M) WEST OF A WITNESS POST. DE3360'DESCRIBED BY T. HALL. DE3360 DE3360 STATION RECOVERY (2000) DE3360 DE3360'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3360'STATION IS LOCATED 7.0 MILES (11.3 KM) SOUTHWEST OF AIKEN, 8.4 MILES DE3360'(13.5 KM) EAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF DE3360'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3360'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE3360'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE3360'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE3360'AIKEN, GO SOUTH SOUTHEAST ON ROAD 81 FOR 2.5 MILES (4.0 KM) TO THE DE3360'JUNCTION OF STATE ROAD 87 (PINE LOG ROAD) , TURN RIGHT ON ROAD 87 FOR DE3360'2.75 MILES (4.43 KM) TO THE STATION ON THE RIGHT NEAR A SIGN FOR THE DE3360'PINE FOREST BAPTIST CHURCH ANNEX AT THE EXTENDED CENTER OF THE DE3360'JUNCTION OF STATE ROAD 65 (PINEY HEIGHTS ROAD) . STATION IS A DE3360'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE ROAD DE3360'87, 31.6 FEET (9.6 M) NORTH OF THE CENTER OF ROAD 87, 7.9 FEET (2.4 M) DE3360'WEST OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, DE3360'78.5 FEET (23.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE ANNEX, 6.2 DE3360'FEET (1.9 M) EAST SOUTHEAST OF THE SIGN POST (PINE FOREST BAPTIST DE3360'CHURCH ANNEX) , 83.3 FEET (25.4 M) SOUTHEAST OF A POWER POLE NUMBER DE3360'522-6-6.7-7.7 WITH SECURITY LIGHT, 8.2 FEET (2.5 M) WEST OF A WITNESS DE3360'POST. RECOVERED BY M.J. UGGIANO. DE3360 DE3360 STATION RECOVERY (2003) DE3360 DE3360'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3360'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3290 *********************************************************************** DE3290 DESIGNATION - 2 073 DE3290 PID - DE3290 DE3290 STATE/COUNTY- SC/AIKEN DE3290 USGS QUAD - GRANITEVILLE (1980) DE3290 DE3290 *CURRENT SURVEY CONTROL DE3290 ___________________________________________________________________ DE3290* NAD 83(1986)- 33 35 20. (N) 081 45 14. (W) SCALED DE3290* NAVD 88 - 99.446 (meters) 326.27 (feet) ADJUSTED DE3290 ___________________________________________________________________ DE3290 GEOID HEIGHT- -30.46 (meters) GEOID99 DE3290 DYNAMIC HT - 99.339 (meters) 325.91 (feet) COMP DE3290 MODELED GRAV- 979,560.3 (mgal) NAVD 88 DE3290 DE3290 VERT ORDER - FIRST CLASS II DE3290 DE3290.The horizontal coordinates were scaled from a topographic map and have DE3290.an estimated accuracy of +/- 6 seconds. DE3290 DE3290.The orthometric height was determined by differential leveling DE3290.and adjusted by the National Geodetic Survey in April 1994. DE3290 DE3290.The geoid height was determined by GEOID99. DE3290 DE3290.The dynamic height is computed by dividing the NAVD 88 DE3290.geopotential number by the normal gravity value computed on the DE3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3290.degrees latitude (g = 980.6199 gals.). DE3290 DE3290.The modeled gravity was interpolated from observed gravity values. DE3290 DE3290; North East Units Estimated Accuracy DE3290;SPC SC - 194,940. 539,630. MT (+/- 180 meters Scaled) DE3290 DE3290 SUPERSEDED SURVEY CONTROL DE3290 DE3290.No superseded survey control is available for this station. DE3290 DE3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT300168(NAD 83) DE3290_MARKER: DD = SURVEY DISK DE3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3290_STAMPING: 2 073 1992 DE3290_MARK LOGO: SCGS DE3290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3290+STABILITY: SURFACE MOTION DE3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3290+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3290 DE3290 HISTORY - Date Condition Report By DE3290 HISTORY - 1992 MONUMENTED SCGS DE3290 HISTORY - 20001213 GOOD SCGS DE3290 HISTORY - 20030922 GOOD USPSQD DE3290 DE3290 STATION DESCRIPTION DE3290 DE3290'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3290'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN, 3.55 MILES DE3290'(5.71 KM) NORTHEAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3290'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3290'803-737-1350. DE3290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 (LAUREN DE3290'STREET NORTHWEST) AND 118 (RUTLAND DRIVE NORTHWEST) AND U.S. HIGHWAYS DE3290'TRUCK 1 AND 78 (RUTLAND DRIVE), 1.4 MILES (2.3 KM) NORTH OF AIKEN, GO DE3290'WEST ON HIGHWAYS 118 AND TRUCK 1 AND 78 FOR 2.15 MILES (3.46 KM) TO DE3290'VAUCLUSE ROAD AND THE STATION NEAR TWO POWER POLES IN THE NORTH DE3290'ANGLE. DE3290'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5-FOOT BELOW DE3290'THE HIGHWAY, 33.0 FEET (10.1 M) NORTHWEST OF THE CENTER OF THE DE3290'HIGHWAY, 37.4 FEET (11.4 M) NORTH NORTHEAST OF THE CENTER OF VAUCLUSE DE3290'ROAD, 3.9 FEET (1.2 M) SOUTH SOUTHWEST OF POWER POLE NUMBER 257145 DE3290'WITH ONE GUY WIRE, 4.7 FEET (1.4 M) EAST NORTHEAST OF A TRAFFIC DE3290'SIGNAL SUPPORT POLE WITH A SCGS REFERENCE WASHER ATTACHED, 28.3 FEET DE3290'(8.6 M) WEST SOUTHWEST OF THE NORTHWEST END OF A 1.0-FOOT CONCRETE DE3290'PIPE CULVERT BENEATH THE HIGHWAY, 4.5 FEET (1.4 M) SOUTH SOUTHWEST OF DE3290'A WITNESS POST AT THE BASE OF POWER POLE NUMBER 257145. DE3290'DESCRIBED BY T. HALL. DE3290 DE3290 STATION RECOVERY (2000) DE3290 DE3290'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3290'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN. DE3290'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3290'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE3290'JUNCTION OF U.S. HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND DE3290'STATE HIGHWAY 118 AND TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE DE3290'HIGHWAY 19 (ROBERT M. BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF DE3290'AIKEN, GO NORTH ON HIGHWAY 118 FOR 2.5 MILES (4.0 KM) TO THE STATION DE3290'ON THE LEFT NEAR A POWER POLE NUMBER 257145 IN THE NORTH ANGLE OF THE DE3290'JUNCTION OF VANCLUSE ROAD. STATION IS A CONCRETE POST FLUSH WITH THE DE3290'GROUND AND 0.5 FOOT (15.2 CM) BLANK OF THE HIGHWAY, 4.5 FEET (1.4 M) DE3290'SOUTH SOUTHWEST OF THE POWER POLE, 2.8 FEET (0.9 M) NORTH OF A POWER DE3290'POLE WITH A SCGS REFERENCE WASHER ATTACHED AND TWO GUY WIRES, 33.4 DE3290'FEET (10.2 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 42.0 FEET (12.8 DE3290'M) EAST NORTHEAST OF THE CENTER OF VANCLUSE ROAD, 4.3 FEET (1.3 M) DE3290'SOUTH SOUTHWEST OF A WITNESS POST. RECOVERED BY D.L. BRECHLIN. DE3290 DE3290 STATION RECOVERY (2003) DE3290 DE3290'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3290'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3291 *********************************************************************** DE3291 DESIGNATION - 2 074 DE3291 PID - DE3291 DE3291 STATE/COUNTY- SC/AIKEN DE3291 USGS QUAD - GRANITEVILLE (1980) DE3291 DE3291 *CURRENT SURVEY CONTROL DE3291 ___________________________________________________________________ DE3291* NAD 83(1986)- 33 34 45. (N) 081 45 57. (W) SCALED DE3291* NAVD 88 - 120.119 (meters) 394.09 (feet) ADJUSTED DE3291 ___________________________________________________________________ DE3291 GEOID HEIGHT- -30.45 (meters) GEOID99 DE3291 DYNAMIC HT - 119.990 (meters) 393.67 (feet) COMP DE3291 MODELED GRAV- 979,562.6 (mgal) NAVD 88 DE3291 DE3291 VERT ORDER - FIRST CLASS II DE3291 DE3291.The horizontal coordinates were scaled from a topographic map and have DE3291.an estimated accuracy of +/- 6 seconds. DE3291 DE3291.The orthometric height was determined by differential leveling DE3291.and adjusted by the National Geodetic Survey in April 1994. DE3291 DE3291.The geoid height was determined by GEOID99. DE3291 DE3291.The dynamic height is computed by dividing the NAVD 88 DE3291.geopotential number by the normal gravity value computed on the DE3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3291.degrees latitude (g = 980.6199 gals.). DE3291 DE3291.The modeled gravity was interpolated from observed gravity values. DE3291 DE3291; North East Units Estimated Accuracy DE3291;SPC SC - 193,870. 538,520. MT (+/- 180 meters Scaled) DE3291 DE3291 SUPERSEDED SURVEY CONTROL DE3291 DE3291.No superseded survey control is available for this station. DE3291 DE3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT289157(NAD 83) DE3291_MARKER: DD = SURVEY DISK DE3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3291_STAMPING: 2 074 1992 DE3291_MARK LOGO: SCGS DE3291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3291+STABILITY: SURFACE MOTION DE3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3291+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3291 DE3291 HISTORY - Date Condition Report By DE3291 HISTORY - 1992 MONUMENTED SCGS DE3291 HISTORY - 20001213 GOOD SCGS DE3291 HISTORY - 20030922 GOOD USPSQD DE3291 DE3291 STATION DESCRIPTION DE3291 DE3291'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3291'STATION IS LOCATED 2.8 MILES (4.5 KM) NORTHWEST OF AIKEN, 2.7 MILES DE3291'(4.3 KM) NORTHEAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3291'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3291'803-737-1350. DE3291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3291'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3291'OF AIKEN, GO NORTH ON HIGHWAY 118 FOR 1.5 MILES (2.4 KM) TO THE DE3291'JUNCTION OF STATE ROAD 2131 RIGHT AND THE STATION ON THE LEFT BEHIND DE3291'THE WEST END OF A GUARDRAIL. DE3291'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 1.0 FOOT DE3291'(0.3 M) BELOW THE HIGHWAY, 38.0 FEET (11.6 M) NORTH NORTHWEST OF THE DE3291'CENTER OF THE HIGHWAY, 29.6 FEET (9.0 M) EAST OF POWER POLE NUMBER DE3291'76510/463-6--9.6--8.3, 9.2 FEET (2.8 M) NORTHEAST OF THE WEST END DE3291'GUARDRAIL POST, 4.3 FEET (1.3 M) WEST OF A GUARD RAIL POST WITH A DE3291'SCGS REFERENCE WASHER ATTACHED, 21.5 FEET (6.6 M) WEST OF THE DE3291'EXTENDED CENTER OF ROAD 2131, 4.2 FEET (1.3 M) WEST OF A WITNESS DE3291'POST. DE3291'DESCRIBED BY T. HALL. DE3291 DE3291 STATION RECOVERY (2000) DE3291 DE3291'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3291'STATION IS LOCATED 2.9 MILES (4.7 KM) WEST NORTHWEST OF AIKEN. DE3291'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3291'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE3291'JUNCTION OF U.S. HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND DE3291'STATE HIGHWAY 118 AND TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE DE3291'HIGHWAY 19 (ROBERT M. BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF DE3291'AIKEN, GO NORTH ON HIGHWAY 118 FOR 1.5 MILES (2.4 KM) TO THE STATION DE3291'ON THE LEFT BEHIND THE WEST END OF A GUARDRAIL AT THE EXTENDED CENTER DE3291'OF THE JUNCTION OF STATE ROAD 2131. STATION IS A CONCRETE POST DE3291'PROJECTING 0.1 FOOT (3.0 CM) AND 1.0 FOOT (0.3 M) BELOW THE HIGHWAY, DE3291'11.1 FEET (3.4 M) NORTHEAST OF THE WEST END OF THE GUARD RAIL, 3.8 DE3291'FEET (1.2 M) NORTHWEST OF THE GUARD RAIL, 4.4 FEET (1.3 M) WEST OF A DE3291'GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, 40.3 FEET (12.3 DE3291'M) EAST OF A POWER POLE NUMBER 76510, 40.0 FEET (12.2 M) NORTHWEST OF DE3291'THE CENTER OF THE HIGHWAY, 4.4 FEET (1.3 M) WEST OF A WITNESS POST. DE3291'RECOVERED BY M.J. UGGIANO. DE3291 DE3291 STATION RECOVERY (2003) DE3291 DE3291'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3291'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3292 *********************************************************************** DE3292 DESIGNATION - 2 075 DE3292 PID - DE3292 DE3292 STATE/COUNTY- SC/AIKEN DE3292 USGS QUAD - GRANITEVILLE (1980) DE3292 DE3292 *CURRENT SURVEY CONTROL DE3292 ___________________________________________________________________ DE3292* NAD 83(1986)- 33 34 03. (N) 081 46 43. (W) SCALED DE3292* NAVD 88 - 101.046 (meters) 331.52 (feet) ADJUSTED DE3292 ___________________________________________________________________ DE3292 GEOID HEIGHT- -30.45 (meters) GEOID99 DE3292 DYNAMIC HT - 100.938 (meters) 331.16 (feet) COMP DE3292 MODELED GRAV- 979,564.5 (mgal) NAVD 88 DE3292 DE3292 VERT ORDER - FIRST CLASS II DE3292 DE3292.The horizontal coordinates were scaled from a topographic map and have DE3292.an estimated accuracy of +/- 6 seconds. DE3292 DE3292.The orthometric height was determined by differential leveling DE3292.and adjusted by the National Geodetic Survey in April 1994. DE3292 DE3292.The geoid height was determined by GEOID99. DE3292 DE3292.The dynamic height is computed by dividing the NAVD 88 DE3292.geopotential number by the normal gravity value computed on the DE3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3292.degrees latitude (g = 980.6199 gals.). DE3292 DE3292.The modeled gravity was interpolated from observed gravity values. DE3292 DE3292; North East Units Estimated Accuracy DE3292;SPC SC - 192,590. 537,320. MT (+/- 180 meters Scaled) DE3292 DE3292 SUPERSEDED SURVEY CONTROL DE3292 DE3292.No superseded survey control is available for this station. DE3292 DE3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT277144(NAD 83) DE3292_MARKER: DD = SURVEY DISK DE3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3292_STAMPING: 2 075 1992 DE3292_MARK LOGO: SCGS DE3292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3292+STABILITY: SURFACE MOTION DE3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3292+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3292 DE3292 HISTORY - Date Condition Report By DE3292 HISTORY - 1992 MONUMENTED SCGS DE3292 HISTORY - 20001213 GOOD SCGS DE3292 HISTORY - 20030922 GOOD USPSQD DE3292 DE3292 STATION DESCRIPTION DE3292 DE3292'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3292'STATION IS LOCATED 3.2 MILES (5.1 KM) WEST NORTHWEST OF AIKEN, DE3292'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3292'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3292'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3292'OF AIKEN, GO NORTH ON HIGHWAY 118 FOR 0.4 MILE (0.6 KM) TO THE DE3292'JUNCTION OF STATE ROAD 895 (GREGG HIGHWAY) AND THE STATION IN THE DE3292'SOUTHEAST ANGLE. DE3292'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE3292'HIGHWAY, 36.2 FEET (11.0 M) EAST SOUTHEAST OF THE CENTER OF THE DE3292'HIGHWAY, 34.4 FEET (10.5 M) SOUTHWEST OF THE CENTER OF THE ROAD, 10.6 DE3292'FEET (3.2 M) NORTHWEST OF THE SOUTH END OF A 2.5-FOOT CONCRETE PIPE DE3292'CULVERT BENEATH THE JUNCTION, 36.7 FEET (11.2 M) NORTHWEST OF POWER DE3292'POLE NUMBER 386488 WITH TWO GUY WIRES AND A TRANSFORMER, 1.2 FEET DE3292'(0.4 M) SOUTH SOUTHWEST OF A WITNESS POST. DE3292'DESCRIBED BY T. HALL. DE3292 DE3292 STATION RECOVERY (2000) DE3292 DE3292'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3292'STATION IS LOCATED 3.4 MILES (5.5 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3292'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3292'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. DE3292'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND DE3292'TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M. DE3292'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO NORTH ON HIGHWAY DE3292'118 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST DE3292'ANGLE OF THE JUNCTION OF STATE ROAD 895 (GREGG HIGHWAY) . STATION IS DE3292'A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 35.0 DE3292'FEET (10.7 M) SOUTHWEST OF THE CENTER OF ROAD 895, 36.3 FEET (11.1 M) DE3292'EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10.6 FEET (3.2 M) DE3292'NORTHWEST OF THE SOUTH END OF A 2.5-FOOT CONCRETE PIPE CULVERT BENEATH DE3292'THE JUNCTION, 15.0 FEET (4.6 M) WEST NORTHWEST OF THE SOUTH END OF A DE3292'2.5-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 895, 40.6 FEET (12.4 M) DE3292'NORTHWEST OF A POWER POLE NUMBER 386488 WITH TWO GUY WIRES AND A DE3292'TRANSFORMER. RECOVERED BY M.J. UGGIANO. DE3292 DE3292 STATION RECOVERY (2003) DE3292 DE3292'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3298 *********************************************************************** DE3298 DESIGNATION - 2 076 DE3298 PID - DE3298 DE3298 STATE/COUNTY- SC/AIKEN DE3298 USGS QUAD - GRANITEVILLE (1980) DE3298 DE3298 *CURRENT SURVEY CONTROL DE3298 ___________________________________________________________________ DE3298* NAD 83(1986)- 33 33 24. (N) 081 48 06. (W) SCALED DE3298* NAVD 88 - 79.623 (meters) 261.23 (feet) ADJUSTED DE3298 ___________________________________________________________________ DE3298 GEOID HEIGHT- -30.41 (meters) GEOID99 DE3298 DYNAMIC HT - 79.538 (meters) 260.95 (feet) COMP DE3298 MODELED GRAV- 979,568.3 (mgal) NAVD 88 DE3298 DE3298 VERT ORDER - FIRST CLASS II DE3298 DE3298.The horizontal coordinates were scaled from a topographic map and have DE3298.an estimated accuracy of +/- 6 seconds. DE3298 DE3298.The orthometric height was determined by differential leveling DE3298.and adjusted by the National Geodetic Survey in April 1994. DE3298 DE3298.The geoid height was determined by GEOID99. DE3298 DE3298.The dynamic height is computed by dividing the NAVD 88 DE3298.geopotential number by the normal gravity value computed on the DE3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3298.degrees latitude (g = 980.6199 gals.). DE3298 DE3298.The modeled gravity was interpolated from observed gravity values. DE3298 DE3298; North East Units Estimated Accuracy DE3298;SPC SC - 191,400. 535,170. MT (+/- 180 meters Scaled) DE3298 DE3298 SUPERSEDED SURVEY CONTROL DE3298 DE3298.No superseded survey control is available for this station. DE3298 DE3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT255132(NAD 83) DE3298_MARKER: DD = SURVEY DISK DE3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3298_STAMPING: 2 076 1992 DE3298_MARK LOGO: SCGS DE3298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3298+STABILITY: SURFACE MOTION DE3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3298+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3298 DE3298 HISTORY - Date Condition Report By DE3298 HISTORY - 1992 MONUMENTED SCGS DE3298 HISTORY - 20001212 GOOD SCGS DE3298 HISTORY - 20030922 GOOD USPSQD DE3298 DE3298 STATION DESCRIPTION DE3298 DE3298'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3298'STATION IS LOCATED 0.55 MILE (0.89 KM) SOUTHEAST OF GRANITEVILLE, DE3298'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3298'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3298'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE3298'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE3298'GRANITEVILLE, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.55 MILE (0.89 KM) TO DE3298'THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) LEFT AND THE STATION NEAR DE3298'A WOODEN TIMBER SIGN FOR THE NEW HOPE COMMUNITY AND AMONG A CLUSTER DE3298'OF SHRUBS IN THE NORTHEAST ANGLE OF THE JUNCTION. DE3298'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET DE3298'(0.8 M) ABOVE THE HIGHWAY, 64.3 FEET (19.6 M) NORTH NORTHWEST OF THE DE3298'CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 59.3 FEET (18.1 M) DE3298'WEST NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE DRAIN HOLE COVER, DE3298'92.0 FEET (28.0 M) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK DE3298'APARTMENT BUILDING NUMBER 354, 44.5 FEET (13.6 M) NORTHEAST OF THE DE3298'CENTER OF ROAD 70, 15.7 FEET (4.8 M) NORTHEAST OF THE CENTER OF A DE3298'METAL GAS METER SET INTO THE ASPHALT, 17.8 SOUTHEAST OF A WOODEN SIGN DE3298'POST FOR THE NEW HOPE COMMUNITY WITH A SCGS REFERENCE WASHER DE3298'ATTACHED, 5.0 FEET (1.5 M) NORTH OF A WITNESS POST. DE3298'DESCRIBED BY T. HALL. DE3298 DE3298 STATION RECOVERY (2000) DE3298 DE3298'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3298'STATION IS LOCATED 4.7 MILES (7.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3298'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3298'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. DE3298'HIGHWAYS 1, 78 AND STATE HIGHWAY 191 (MAIN STREET) , 5.1 MILES (8.2 DE3298'KM) WEST OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 5.5 MILES (8.9 KM) DE3298'TO THE STATION NEAR A WOODEN SIGN FOR THE NEW HOPE COMMUNITY IN THE DE3298'NORTH ANGLE OF THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) . STATION DE3298'IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M) DE3298'ABOVE THE HIGHWAY, 10.0 FEET (3.0 M) NORTHEAST OF A MANHOLE COVER, DE3298'65.2 FEET (19.9 M) NORTH NORTHWEST OF THE CENTER OF THE WESTBOUND DE3298'LANES OF THE HIGHWAY, 47.3 FEET (14.4 M) WEST NORTHWEST OF CONCRETE DE3298'DRAIN COVER, 75.6 FEET (23.0 M) SOUTH SOUTHWEST OF THE SOUTHEAST DE3298'CORNER OF A BRICK APARTMENT NUMBER 354, 49.5 FEET (15.1 M) NORTHEAST DE3298'OF THE CENTER OF ROAD 70, 17.7 FEET (5.4 M) SOUTHEAST OF THE WOODEN DE3298'SIGN POST WITH A SCGS REFERENCE WASHER ATTACHED, 5.0 FEET (1.5 M) DE3298'NORTH OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE3298 DE3298 STATION RECOVERY (2003) DE3298 DE3298'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3298'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3299 *********************************************************************** DE3299 DESIGNATION - 2 078 DE3299 PID - DE3299 DE3299 STATE/COUNTY- SC/AIKEN DE3299 USGS QUAD - GRANITEVILLE (1980) DE3299 DE3299 *CURRENT SURVEY CONTROL DE3299 ___________________________________________________________________ DE3299* NAD 83(1986)- 33 33 34. (N) 081 47 27. (W) SCALED DE3299* NAVD 88 - 90.572 (meters) 297.15 (feet) ADJUSTED DE3299 ___________________________________________________________________ DE3299 GEOID HEIGHT- -30.43 (meters) GEOID99 DE3299 DYNAMIC HT - 90.475 (meters) 296.83 (feet) COMP DE3299 MODELED GRAV- 979,566.6 (mgal) NAVD 88 DE3299 DE3299 VERT ORDER - FIRST CLASS II DE3299 DE3299.The horizontal coordinates were scaled from a topographic map and have DE3299.an estimated accuracy of +/- 6 seconds. DE3299 DE3299.The orthometric height was determined by differential leveling DE3299.and adjusted by the National Geodetic Survey in April 1994. DE3299 DE3299.The geoid height was determined by GEOID99. DE3299 DE3299.The dynamic height is computed by dividing the NAVD 88 DE3299.geopotential number by the normal gravity value computed on the DE3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3299.degrees latitude (g = 980.6199 gals.). DE3299 DE3299.The modeled gravity was interpolated from observed gravity values. DE3299 DE3299; North East Units Estimated Accuracy DE3299;SPC SC - 191,700. 536,180. MT (+/- 180 meters Scaled) DE3299 DE3299 SUPERSEDED SURVEY CONTROL DE3299 DE3299.No superseded survey control is available for this station. DE3299 DE3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT265135(NAD 83) DE3299_MARKER: DD = SURVEY DISK DE3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3299_STAMPING: 2 078 1992 DE3299_MARK LOGO: SCGS DE3299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3299+STABILITY: SURFACE MOTION DE3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3299+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3299 DE3299 HISTORY - Date Condition Report By DE3299 HISTORY - 1992 MONUMENTED SCGS DE3299 HISTORY - 20001212 GOOD SCGS DE3299 HISTORY - 20030922 GOOD USPSQD DE3299 DE3299 STATION DESCRIPTION DE3299 DE3299'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3299'STATION IS LOCATED 1.O MILE EAST SOUTHEAST OF GRANITEVILLE. DE3299'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3299'COLUMBIA, SC 29202, PHONE 803-737-1350. DE3299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3299'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3299'OF AIKEN, GO WEST ON HIGHWAYS 1 AND 78 FOR 0.75 MILE (1.21 KM) TO A DE3299'DRIVEWAY RIGHT LEADING TO OWENSBY CAR DEALERSHIP AND THE STATION NEAR DE3299'A POWER POLE U-3312/125 WITH THREE GUY WIRES IN THE NORTHEAST ANGLE. DE3299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE3299'(15.2 CM) BELOW THE HIGHWAYS, 3.2 FEET (1.0 M) EAST NORTHEAST OF THE DE3299'POWER POLE, 76.2 FEET (23.2 M) NORTH NORTHWEST OF THE CENTER OF THE DE3299'WESTBOUND LANES OF THE HIGHWAY, 31.0 FEET (9.4 M) EAST SOUTHEAST OF A DE3299'SECURITY LIGHT POST IN THE SOUTHEAST CORNER OF THE DEALERSHIP PARKING DE3299'LOT, 103.1 FEET (31.4 M) EAST NORTHEAST OF THE EAST EDGE OF A DE3299'CONCRETE CURB ON THE EAST SIDE OF THE DRIVEWAY, 14.5 FEET (4.4 M) DE3299'SOUTH SOUTHWEST OF THE NORTHEAST ONE OF TWO GUY WIRE ANCHORS, 2.6 FEET DE3299'(0.8 M) EAST NORTHEAST OF A WITNESS POST. DE3299'DESCRIBED BY T. HALL. DE3299 DE3299 STATION RECOVERY (2000) DE3299 DE3299'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3299'STATION IS LOCATED 4.1 MILES (6.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3299'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3299'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. DE3299'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND DE3299'TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M. DE3299'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO WEST ON HIGHWAYS DE3299'1 AND 78 FOR 0.75 MILE (1.21 KM) TO THE STATION NEAR A POWER POLE ON DE3299'THE RIGHT NEAR THE SOUTHEAST CORNER OF THE THRIFTY RENTAL CAR LOT. DE3299'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 DE3299'CM) BELOW THE HIGHWAY, 76.2 FEET (23.2 M) NORTH OF THE CENTER OF THE DE3299'WESTBOUND LANES OF THE HIGHWAY, 3.5 FEET (1.1 M) EAST OF EAST OF THE DE3299'POWER POLE U-3312/125 WITH THREE GUY WIRES, 103.3 FEET (31.5 M) EAST DE3299'OF THE EAST EDGE OF THE CONCRETE HIGHWAY CURB, 42.5 FEET (13.0 M) DE3299'NORTHWEST OF THE CENTER OF A SAND DRIVEWAY LEADING NORTH, 2.7 FEET DE3299'(0.8 M) EAST OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE3299 DE3299 STATION RECOVERY (2003) DE3299 DE3299'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3299'THRIFT RENTAL CAR IS NOW JOHNSON MOTOR COMPANY 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3301 *********************************************************************** DE3301 DESIGNATION - 2 079 DE3301 PID - DE3301 DE3301 STATE/COUNTY- SC/AIKEN DE3301 USGS QUAD - GRANITEVILLE (1980) DE3301 DE3301 *CURRENT SURVEY CONTROL DE3301 ___________________________________________________________________ DE3301* NAD 83(1986)- 33 33 49. (N) 081 45 52. (W) SCALED DE3301* NAVD 88 - 133.295 (meters) 437.32 (feet) ADJUSTED DE3301 ___________________________________________________________________ DE3301 GEOID HEIGHT- -30.48 (meters) GEOID99 DE3301 DYNAMIC HT - 133.151 (meters) 436.85 (feet) COMP DE3301 MODELED GRAV- 979,560.9 (mgal) NAVD 88 DE3301 DE3301 VERT ORDER - FIRST CLASS II DE3301 DE3301.The horizontal coordinates were scaled from a topographic map and have DE3301.an estimated accuracy of +/- 6 seconds. DE3301 DE3301.The orthometric height was determined by differential leveling DE3301.and adjusted by the National Geodetic Survey in April 1994. DE3301 DE3301.The geoid height was determined by GEOID99. DE3301 DE3301.The dynamic height is computed by dividing the NAVD 88 DE3301.geopotential number by the normal gravity value computed on the DE3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3301.degrees latitude (g = 980.6199 gals.). DE3301 DE3301.The modeled gravity was interpolated from observed gravity values. DE3301 DE3301; North East Units Estimated Accuracy DE3301;SPC SC - 192,140. 538,630. MT (+/- 180 meters Scaled) DE3301 DE3301 SUPERSEDED SURVEY CONTROL DE3301 DE3301.No superseded survey control is available for this station. DE3301 DE3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT290140(NAD 83) DE3301_MARKER: DD = SURVEY DISK DE3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3301_STAMPING: 2 079 1992 DE3301_MARK LOGO: SCGS DE3301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3301+STABILITY: SURFACE MOTION DE3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3301+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3301 DE3301 HISTORY - Date Condition Report By DE3301 HISTORY - 1992 MONUMENTED SCGS DE3301 HISTORY - 20001213 GOOD SCGS DE3301 HISTORY - 20030922 GOOD USPSQD DE3301 DE3301 STATION DESCRIPTION DE3301 DE3301'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3301'STATION IS LOCATED 2.35 MILES (3.78 KM) WEST OF AIKEN, 2.55 MILES DE3301'(4.10 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3301'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3301'803-737-1350. DE3301'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3301'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3301'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO DE3301'UNIVERSITY PARKWAY LEFT AND AN ENTRANCE RIGHT TO A BANK AND OFFICE DE3301'PLAZA AND THE STATION IN THE SOUTHEAST ANGLE. DE3301'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE3301'(15.2 CM) BELOW THE HIGHWAY, 22.2 FEET (6.8 M) EAST SOUTHEAST OF DE3301'SURVEY MARK 64 SW 18, 55.4 FEET (16.9 M) SOUTH OF THE CENTER OF THE DE3301'EASTBOUND LANES OF THE HIGHWAY, 48.2 FEET (14.7 M) WEST OF THE DE3301'SOUTHWEST CORNER OF A CONCRETE FOUNDATION AT AN AUTOMATIC TELLER BANK DE3301'MACHINE, 25.4 FEET (7.7 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER DE3301'404883 WITH FOUR GUY WIRES, 18.4 FEET (5.6 M) EAST OF AN ALUMINUM DE3301'SECURITY LIGHT POST, 4.3 FEET (1.3 M) NORTH OF THE NORTH EDGE OF A DE3301'CONCRETE CURBING AT THE PARKING LOT, 26.5 FEET (8.1 M) SOUTH DE3301'SOUTHEAST OF A WITNESS POST. DE3301'DESCRIBED BY T. HALL. DE3301 DE3301 STATION RECOVERY (2000) DE3301 DE3301'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3301'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3301'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3301'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. DE3301'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND DE3301'TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M. DE3301'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO EAST ON HIGHWAYS DE3301'1 AND 78 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A DE3301'POWER POLE IN THE GRASSY AREA IN THE SOUTHEAST ANGLE OF AN ENTRANCE DE3301'DRIVE RIGHT INTO THE AIKEN PLAZA AND THE JUNCTION OF STATE ROAD 2131 DE3301'(UNIVERSITY PARKWAY NORTHWEST) . OWNERSHIP--SCDOT, DIRECTOR OF DE3301'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350 DE3301'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 DE3301'CM) BELOW THE HIGHWAY, 25.6 FEET (7.8 M) SOUTH SOUTHEAST OF THE POWER DE3301'POLE NUMBER 404883 WITH FIVE GUY WIRES, 18.5 FEET (5.6 M) EAST OF AN DE3301'ALUMINUM SECURITY LIGHT POLE, 4.4 FEET (1.3 M) NORTH OF THE NORTH EDGE DE3301'OF A CONCRETE CURBING AT THE PARKING LOT, 25.8 FEET (7.9 M) SOUTH OF A DE3301'TELEPHONE JUNCTION BOX NUMBER 3559, 22.3 FEET (6.8 M) EAST SOUTHEAST DE3301'OF SURVEY STATION 64 SW 18, 26.5 FEET (8.1 M) SOUTH SOUTHEAST OF A DE3301'WITNESS POST. RECOVERED BY M.J. UGGIANO. DE3301 DE3301 STATION RECOVERY (2003) DE3301 DE3301'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3301'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3303 *********************************************************************** DE3303 DESIGNATION - 2 079 X DE3303 PID - DE3303 DE3303 STATE/COUNTY- SC/AIKEN DE3303 USGS QUAD - GRANITEVILLE (1980) DE3303 DE3303 *CURRENT SURVEY CONTROL DE3303 ___________________________________________________________________ DE3303* NAD 83(1986)- 33 33 51. (N) 081 45 18. (W) SCALED DE3303* NAVD 88 - 138.860 (meters) 455.58 (feet) ADJUSTED DE3303 ___________________________________________________________________ DE3303 GEOID HEIGHT- -30.49 (meters) GEOID99 DE3303 DYNAMIC HT - 138.710 (meters) 455.08 (feet) COMP DE3303 MODELED GRAV- 979,559.0 (mgal) NAVD 88 DE3303 DE3303 VERT ORDER - FIRST CLASS II DE3303 DE3303.The horizontal coordinates were scaled from a topographic map and have DE3303.an estimated accuracy of +/- 6 seconds. DE3303 DE3303.The orthometric height was determined by differential leveling DE3303.and adjusted by the National Geodetic Survey in April 1994. DE3303 DE3303.The geoid height was determined by GEOID99. DE3303 DE3303.The dynamic height is computed by dividing the NAVD 88 DE3303.geopotential number by the normal gravity value computed on the DE3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3303.degrees latitude (g = 980.6199 gals.). DE3303 DE3303.The modeled gravity was interpolated from observed gravity values. DE3303 DE3303; North East Units Estimated Accuracy DE3303;SPC SC - 192,200. 539,510. MT (+/- 180 meters Scaled) DE3303 DE3303 SUPERSEDED SURVEY CONTROL DE3303 DE3303.No superseded survey control is available for this station. DE3303 DE3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT299140(NAD 83) DE3303_MARKER: DD = SURVEY DISK DE3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3303_STAMPING: 2 079 X 1992 DE3303_MARK LOGO: SCGS DE3303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3303+STABILITY: SURFACE MOTION DE3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3303+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3303 DE3303 HISTORY - Date Condition Report By DE3303 HISTORY - 1992 MONUMENTED SCGS DE3303 HISTORY - 20001213 GOOD SCGS DE3303 HISTORY - 20030922 GOOD USPSQD DE3303 DE3303 STATION DESCRIPTION DE3303 DE3303'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3303'STATION IS LOCATED 1.85 MILES (2.98 KM) WEST OF AIKEN, 3.4 MILES DE3303'(5.5 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3303'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3303'803-737-1350. DE3303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3303'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3303'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 1.35 MILES (2.17 KM) TO DE3303'KALMIA HILL ROAD SOUTHWEST RIGHT AND THE STATION NEAR A FIRE HYDRANT DE3303'IN THE SOUTHWEST ANGLE AND ACROSS THE HIGHWAY FROM THE ENTRANCE DE3303'DRIVEWAY TO A LARGE MANSION (CONSTANTINE HOUSE BED AND BREAKFAST INN) DE3303', A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE3303'HIGHWAY, 3.0 FEET (0.9 M) SOUTH OF THE SOUTH EDGE OF THE CURB OF THE DE3303'HIGHWAY, 11.7 FEET (3.6 M) WEST NORTHWEST THE FIRE HYDRANT, 20.9 FEET DE3303'(6.4 M) EAST OF THE CENTER OF A METAL DRAIN COVER SET INTO A CONCRETE DE3303'BASIN, 11.5 FEET (3.5 M) NORTHWEST OF A POWER POLE NUMBER 97350 WITH DE3303'A STREET LIGHT, TRANSFORMER AND GUY WIRE, 28.6 FEET (8.7 M) WEST OF DE3303'THE CENTER OF KALMIA HILL ROAD SOUTHWEST, 3.6 FEET (1.1 M) WEST DE3303'NORTHWEST OF A WITNESS POST AT THE BASE OF A SIGN POST (KALMIA HILL DE3303'ROAD). DE3303'DESCRIBED BY T. HALL. DE3303 DE3303 STATION RECOVERY (2000) DE3303 DE3303'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3303'STATION IS LOCATED 2.0 MILES (3.2 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3303'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3303'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. DE3303'HIGHWAYS 1 AND 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND DE3303'TRUCK U.S. HIGHWAYS 1 AND 78 AND TRUCK STATE HIGHWAY 19 (ROBERT M. DE3303'BELL PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO EAST ON HIGHWAYS DE3303'1 AND 78 FOR 1.35 MILES (2.17 KM) TO THE STATION NEAR A FIRE HYDRANT DE3303'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF KALMIA HILL ROAD SOUTHWEST DE3303'RIGHT. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL DE3303'WITH THE HIGHWAY, 11.5 FEET (3.5 M) NORTHWEST OF A POWER POLE NUMBER DE3303'97350 WITH GUY WIRE, TRANSFORMER AND SECURITY LIGHT, 21.1 FEET (6.4 M) DE3303'EAST OF A STEEL SEWER MANHOLE COVER, 3.1 FEET (0.9 M) SOUTH OF THE DE3303'SOUTH EDGE OF THE CONCRETE HIGHWAY CURB, 9.6 FEET (2.9 M) NORTHWEST OF DE3303'A TELEPHONE JUNCTION BOX NUMBER 801, 11.9 FEET (3.6 M) NORTHWEST OF DE3303'THE FIRE HYDRANT, 5.9 FEET (1.8 M) WEST NORTHWEST OF A WITNESS POST. DE3303'RECOVERED BY M.J. UGGIANO. DE3303 DE3303 STATION RECOVERY (2003) DE3303 DE3303'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3303'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4030 *********************************************************************** AA4030 DESIGNATION - 2 089 AA4030 PID - AA4030 AA4030 STATE/COUNTY- SC/AIKEN AA4030 USGS QUAD - NORTH AUGUSTA (1980) AA4030 AA4030 *CURRENT SURVEY CONTROL AA4030 ___________________________________________________________________ AA4030* NAD 83(1986)- 33 32 02. (N) 081 59 14. (W) SCALED AA4030* NAVD 88 - 106.958 (meters) 350.91 (feet) ADJUSTED AA4030 ___________________________________________________________________ AA4030 GEOID HEIGHT- -29.96 (meters) GEOID99 AA4030 DYNAMIC HT - 106.845 (meters) 350.54 (feet) COMP AA4030 MODELED GRAV- 979,581.6 (mgal) NAVD 88 AA4030 AA4030 VERT ORDER - FIRST CLASS II AA4030 AA4030.The horizontal coordinates were scaled from a topographic map and have AA4030.an estimated accuracy of +/- 6 seconds. AA4030 AA4030.The orthometric height was determined by differential leveling AA4030.and adjusted by the National Geodetic Survey in September 1998. AA4030 AA4030.The geoid height was determined by GEOID99. AA4030 AA4030.The dynamic height is computed by dividing the NAVD 88 AA4030.geopotential number by the normal gravity value computed on the AA4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4030.degrees latitude (g = 980.6199 gals.). AA4030 AA4030.The modeled gravity was interpolated from observed gravity values. AA4030 AA4030; North East Units Estimated Accuracy AA4030;SPC SC - 189,020. 517,920. MT (+/- 180 meters Scaled) AA4030 AA4030 SUPERSEDED SURVEY CONTROL AA4030 AA4030.No superseded survey control is available for this station. AA4030 AA4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT083109(NAD 83) AA4030_MARKER: DD = SURVEY DISK AA4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4030_STAMPING: 2 089 1993 AA4030_MARK LOGO: SCGS AA4030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4030+STABILITY: SURFACE MOTION AA4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4030+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 AA4030 AA4030 HISTORY - Date Condition Report By AA4030 HISTORY - 1993 MONUMENTED SCGS AA4030 HISTORY - 20001204 GOOD SCGS AA4030 HISTORY - 20031007 GOOD USPSQD AA4030 AA4030 STATION DESCRIPTION AA4030 AA4030'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4030'STATION IS LOCATED 3.0 MILES (4.8 KM) NORTH NORTHWEST OF NORTH AA4030'AUGUSTA. OWNERSHIP--0.L. COLLINS, 1104 WEST MARTINTOWN ROAD, NORTH AA4030'AUGUSTA, SC 29841, PHONE 803-279-6728. TO REACH THE STATION FROM THE AA4030'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN AA4030'ROAD), 3.5 MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO AA4030'SOUTHEAST ON HIGHWAY 230 FOR 0.5 MILE (0.8 KM) TO THE STATION IN THE AA4030'SOUTHWEST ANGLE OF AN ENTRANCE DRIVEWAY RIGHT TO A BRICK HOUSE NUMBER AA4030'1104 AND AT THE EXTENDED CENTER OF STATE ROAD 1905 (KNOBCONE DRIVE). AA4030'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 3.5 FEET AA4030'(1.1 M) ABOVE THE HIGHWAY, 7.0 FEET (2.1 M) NORTH NORTHWEST OF THE AA4030'EXTENDED CENTER OF THE ROAD, 16.0 FEET (4.9 M) SOUTHWEST OF THE AA4030'SOUTHWEST CORNER OF A BRICK ENTRANCE PILLAR IN THE SOUTHWEST ANGLE OF AA4030'THE DRIVEWAY, 20.0 FEET (6.1 M) SOUTH OF THE CENTER OF THE DRIVEWAY, AA4030'7.9 FEET (2.4 M) EAST NORTHEAST OF A POWER POLE NUMBER AA4030'35740/488-15-8.5-7.5 WITH TWO GUY WIRES, 145.2 FEET (44.3 M) EAST OF AA4030'THE SOUTHEAST CORNER OF THE HOUSE, 26.0 FEET (7.9 M) WEST SOUTHWEST OF AA4030'THE EAST EDGE OF THE CURB OF THE HIGHWAY, 5.0 FEET (1.5 M) NORTH OF A AA4030'WITNESS POST AT A FENCE POST OF A WIRE FENCE LINE. DESCRIBED BY T. AA4030'HALL. AA4030 AA4030 STATION RECOVERY (2000) AA4030 AA4030'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4030'STATION IS LOCATED 2.6 MILES (4.2 KM) NORTH NORTHWEST OF NORTH AA4030'AUGUSTA, 15.5 MILES (24.9 KM) WEST OF AIKEN. OWNERSHIP--O.L. COLLINS, AA4030'1104 WEST MARTINTOWN ROAD, NORTH AUGUSTA, SC 29841, PHONE AA4030'803-279-6728. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF AA4030'INTERSTATE 20 (EXIT 1) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) , 3.3 AA4030'MILES (5.3 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON AA4030'HIGHWAY 230 FOR 0.6 MILE (1.0 KM) TO THE STATION ON THE RIGHT IN THE AA4030'SOUTHWEST ANGLE OF THE DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1104. AA4030'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 4.0 FEET AA4030'(1.2 M) ABOVE THE HIGHWAY, 25.1 FEET (7.7 M) WEST SOUTHWEST OF THE AA4030'EAST EDGE OF THE HIGHWAY CURB, 20.0 FEET (6.1 M) SOUTH OF THE CENTER AA4030'OF THE DRIVEWAY, 11.0 FEET (3.4 M) NORTH OF THE EXTENDED CENTER OF AA4030'STATE ROAD 1905 (KNOBCONE DRIVE) , 15.9 FEET (4.8 M) WEST SOUTHWEST OF AA4030'THE SOUTHWEST CORNER OF A BRICK ENTRANCE PILLAR IN THE SOUTHWEST ANGLE AA4030'OF THE DRIVEWAY, 6.3 FEET (1.9 M) EAST NORTHEAST OF A POWER POLE AA4030'NUMBER 488-15-85-7.5, 4.8 FEET (1.5 M) NORTH OF A WITNESS POST. AA4030'RECOVERED BY J.B. SMOAK. AA4030 AA4030 STATION RECOVERY (2003) AA4030 AA4030'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) AA4030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4029 *********************************************************************** AA4029 DESIGNATION - 2 090 AA4029 PID - AA4029 AA4029 STATE/COUNTY- SC/AIKEN AA4029 USGS QUAD - NORTH AUGUSTA (1980) AA4029 AA4029 *CURRENT SURVEY CONTROL AA4029 ___________________________________________________________________ AA4029* NAD 83(1986)- 33 31 22. (N) 081 58 47. (W) SCALED AA4029* NAVD 88 - 96.311 (meters) 315.98 (feet) ADJUSTED AA4029 ___________________________________________________________________ AA4029 GEOID HEIGHT- -29.98 (meters) GEOID99 AA4029 DYNAMIC HT - 96.210 (meters) 315.65 (feet) COMP AA4029 MODELED GRAV- 979,581.8 (mgal) NAVD 88 AA4029 AA4029 VERT ORDER - FIRST CLASS II AA4029 AA4029.The horizontal coordinates were scaled from a topographic map and have AA4029.an estimated accuracy of +/- 6 seconds. AA4029 AA4029.The orthometric height was determined by differential leveling AA4029.and adjusted by the National Geodetic Survey in September 1998. AA4029 AA4029.The geoid height was determined by GEOID99. AA4029 AA4029.The dynamic height is computed by dividing the NAVD 88 AA4029.geopotential number by the normal gravity value computed on the AA4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4029.degrees latitude (g = 980.6199 gals.). AA4029 AA4029.The modeled gravity was interpolated from observed gravity values. AA4029 AA4029; North East Units Estimated Accuracy AA4029;SPC SC - 187,780. 518,610. MT (+/- 180 meters Scaled) AA4029 AA4029 SUPERSEDED SURVEY CONTROL AA4029 AA4029.No superseded survey control is available for this station. AA4029 AA4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT090096(NAD 83) AA4029_MARKER: DD = SURVEY DISK AA4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4029_STAMPING: 2 090 1993 AA4029_MARK LOGO: SCGS AA4029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4029+STABILITY: SURFACE MOTION AA4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4029+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 AA4029 AA4029 HISTORY - Date Condition Report By AA4029 HISTORY - 1993 MONUMENTED SCGS AA4029 HISTORY - 20001204 GOOD SCGS AA4029 HISTORY - 20031007 GOOD USPSQD AA4029 AA4029 STATION DESCRIPTION AA4029 AA4029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4029'STATION IS LOCATED 2.15 MILES (3.46 KM) NORTH OF NORTH AUGUSTA. AA4029'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, AA4029'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION AA4029'OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 230 (MARTINTOWN ROAD), 3.5 AA4029'MILES (5.6 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON AA4029'HIGHWAY 230 FOR 1.45 MILES (2.33 KM) TO THE JUNCTION OF STATE ROAD AA4029'1930 (BROOKGREEN DRIVE) AND THE STATION NEAR A CONCRETE POWER POLE IN AA4029'THE NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST FLUSH AA4029'WITH THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 52.5 FEET (16.0 AA4029'M) SOUTH SOUTHWEST OF A CONCRETE STREET LIGHT POLE NUMBER 369186, 41.3 AA4029'FEET (12.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF AA4029'THE HIGHWAY, 18.4 FEET (5.6 M) NORTH NORTHEAST OF THE SOUTH EDGE OF AA4029'THE CURB OF THE ROAD, 16.6 FEET (5.1 M) NORTHWEST OF THE CONCRETE AA4029'POWER POLE NUMBER 354434 WITH TWO GUY WIRES, 20.6 FEET (6.3 M) WEST OF AA4029'THE SOUTHWEST CORNER OF A BRICK PILLAR AT THE SOUTH END OF A STUCCOED AA4029'WALL, 107.7 FEET (32.8 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK AA4029'HOUSE, 18.5 FEET (5.6 M) NORTHWEST OF A WITNESS POST AT A STREET SIGN AA4029'POST. DESCRIBED BY C.E. GEOGHEGAN. AA4029 AA4029 STATION RECOVERY (2000) AA4029 AA4029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4029'STATION IS LOCATED 1.8 MILES (2.9 KM) NORTH NORTHWEST OF NORTH AA4029'AUGUSTA, 15.2 MILES (24.5 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, AA4029'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE AA4029'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF AA4029'INTERSTATE 20 (EXIT 1) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) , 3.3 AA4029'MILES (5.3 KM) NORTH NORTHWEST OF NORTH AUGUSTA, GO SOUTHEAST ON AA4029'HIGHWAY 230 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE RIGHT NEAR AA4029'A CONCRETE POWER POLE IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE AA4029'ROAD 1930 (BROOKGREEN DRIVE) . STATION IS A CONCRETE POST RECESSED AA4029'0.2 FOOT (6.1 CM) AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 41.5 FEET AA4029'(12.6 M) WEST NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE AA4029'HIGHWAY, 17.5 FEET (5.3 M) NORTH NORTHEAST OF THE SOUTH EDGE OF THE AA4029'ROAD CURB, 16.4 FEET (5.0 M) NORTHWEST OF THE POWER POLE NUMBER 354434 AA4029'WITH TWO GUY WIRES, 21.9 FEET (6.7 M) WEST OF THE SOUTHWEST CORNER OF AA4029'A BRICK PILLAR AT THE SOUTH END OF A STUCCOED WALL, 11.3 FEET (3.4 M) AA4029'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE WESTERN MOST BRICK AA4029'PILLAR USED AS A GATE POST, 18.3 FEET (5.6 M) NORTHWEST OF A WITNESS AA4029'POST AT A STREET SIGN POST. RECOVERED BY J.B. SMOAK. AA4029 AA4029 STATION RECOVERY (2003) AA4029 AA4029'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) AA4029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4028 *********************************************************************** AA4028 DESIGNATION - 2 091 AA4028 PID - AA4028 AA4028 STATE/COUNTY- SC/AIKEN AA4028 USGS QUAD - NORTH AUGUSTA (1980) AA4028 AA4028 *CURRENT SURVEY CONTROL AA4028 ___________________________________________________________________ AA4028* NAD 83(1986)- 33 30 51. (N) 081 58 44. (W) SCALED AA4028* NAVD 88 - 90.351 (meters) 296.43 (feet) ADJUSTED AA4028 ___________________________________________________________________ AA4028 GEOID HEIGHT- -29.99 (meters) GEOID99 AA4028 DYNAMIC HT - 90.256 (meters) 296.11 (feet) COMP AA4028 MODELED GRAV- 979,582.7 (mgal) NAVD 88 AA4028 AA4028 VERT ORDER - FIRST CLASS II AA4028 AA4028.The horizontal coordinates were scaled from a topographic map and have AA4028.an estimated accuracy of +/- 6 seconds. AA4028 AA4028.The orthometric height was determined by differential leveling AA4028.and adjusted by the National Geodetic Survey in September 1998. AA4028 AA4028.The geoid height was determined by GEOID99. AA4028 AA4028.The dynamic height is computed by dividing the NAVD 88 AA4028.geopotential number by the normal gravity value computed on the AA4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4028.degrees latitude (g = 980.6199 gals.). AA4028 AA4028.The modeled gravity was interpolated from observed gravity values. AA4028 AA4028; North East Units Estimated Accuracy AA4028;SPC SC - 186,830. 518,670. MT (+/- 180 meters Scaled) AA4028 AA4028 SUPERSEDED SURVEY CONTROL AA4028 AA4028.No superseded survey control is available for this station. AA4028 AA4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT090087(NAD 83) AA4028_MARKER: DD = SURVEY DISK AA4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4028_STAMPING: 2 091 1993 AA4028_MARK LOGO: SCGS AA4028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4028+STABILITY: SURFACE MOTION AA4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4028+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 AA4028 AA4028 HISTORY - Date Condition Report By AA4028 HISTORY - 1993 MONUMENTED SCGS AA4028 HISTORY - 20001204 GOOD SCGS AA4028 HISTORY - 20031007 GOOD USPSQD AA4028 AA4028 STATION DESCRIPTION AA4028 AA4028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4028'STATION IS LOCATED 1.55 MILES (2.49 KM) NORTH OF NORTH AUGUSTA. AA4028'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, AA4028'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION AA4028'OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230 AA4028'(MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230 AA4028'FOR 0.9 MILE (1.4 KM) TO THE JUNCTION OF STATE ROAD 313 (PARTRIDGE AA4028'LANE), CONTINUE ON HIGHWAY 230 FOR 0.25 MILE (0.40 KM) TO THE STATION AA4028'ON THE LEFT NEAR A CONCRETE POWER POLE GUY WIRE ANCHOR IN THE SOUTH AA4028'ANGLE OF BUNTING DRIVE AT A PEDESTRIAN TUNNEL BENEATH THE HIGHWAY. AA4028'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) AA4028'BELOW THE HIGHWAY, 40.5 FEET (12.3 M) NORTHWEST OF A CONCRETE LIGHT AA4028'POLE NUMBER 420569, 30.9 FEET (9.4 M) SOUTH SOUTHEAST OF THE NORTH AA4028'EDGE OF THE CURB OF BUNTING DRIVE, 50.1 FEET (15.3 M) WEST SOUTHWEST AA4028'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 8.9 FEET (2.7 M) AA4028'SOUTHWEST OF THE WEST CORNER OF THE LARGE CONCRETE DRAIN COVER, 28.5 AA4028'FEET (8.7 M) SOUTHWEST OF A LARGE CONCRETE POWER POLE NUMBER 354338 AA4028'WITH TWO GUY WIRES AND A STREET LIGHT, 14.6 FEET (4.5 M) NORTH AA4028'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE AA4028'PEDESTRIAN TUNNEL, 1.9 FEET (0.6 M) NORTHWEST OF A WITNESS POST . AA4028'DESCRIBED BY C.E. GEOGHEGAN. AA4028 AA4028 STATION RECOVERY (2000) AA4028 AA4028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4028'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTHWEST OF NORTH AUGUSTA, 15.3 AA4028'MILES (24.6 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF AA4028'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE AA4028'803-737-1350. TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 25 AA4028'BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN AA4028'NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230 FOR 1.15 MILES (1.85 KM) TO AA4028'THE STATION ON THE LEFT IN THE SOUTH ANGLE OF BUNTING DRIVE AT A AA4028'PEDESTRIAN TUNNEL BENEATH THE HIGHWAY. STATION IS A CONCRETE POST AA4028'FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) BELOW THE HIGHWAY, 40.3 AA4028'FEET (12.3 M) NORTHWEST OF A CONCRETE LIGHT POLE NUMBER 420569, 30.3 AA4028'FEET (9.2 M) SOUTH SOUTHEAST OF THE NORTH EDGE OF BUNTING DRIVE CURB, AA4028'51.2 FEET (15.6 M) WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND AA4028'LANES OF THE HIGHWAY, 8.7 FEET (2.7 M) SOUTHWEST OF THE WEST CORNER OF AA4028'A LARGE CONCRETE DRAIN COVER, 28.1 FEET (8.6 M) SOUTHWEST OF A LARGE AA4028'CONCRETE POWER POLE NUMBER 354338 WITH THREE GUY WIRES AND A STREET AA4028'LIGHT, 14.3 FEET (4.4 M) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE AA4028'SIDEWALK LEADING TO THE TUNNEL, 1.6 FEET (0.5 M) NORTHWEST OF A AA4028'WITNESS POST. RECOVERED BY J.B. SMOAK. AA4028 AA4028 STATION RECOVERY (2003) AA4028 AA4028'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) AA4028'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4027 *********************************************************************** AA4027 DESIGNATION - 2 092 AA4027 PID - AA4027 AA4027 STATE/COUNTY- SC/AIKEN AA4027 USGS QUAD - NORTH AUGUSTA (1980) AA4027 AA4027 *CURRENT SURVEY CONTROL AA4027 ___________________________________________________________________ AA4027* NAD 83(1986)- 33 30 34. (N) 081 58 20. (W) SCALED AA4027* NAVD 88 - 133.059 (meters) 436.54 (feet) ADJUSTED AA4027 ___________________________________________________________________ AA4027 GEOID HEIGHT- -30.01 (meters) GEOID99 AA4027 DYNAMIC HT - 132.919 (meters) 436.09 (feet) COMP AA4027 MODELED GRAV- 979,582.9 (mgal) NAVD 88 AA4027 AA4027 VERT ORDER - FIRST CLASS II AA4027 AA4027.The horizontal coordinates were scaled from a topographic map and have AA4027.an estimated accuracy of +/- 6 seconds. AA4027 AA4027.The orthometric height was determined by differential leveling AA4027.and adjusted by the National Geodetic Survey in September 1998. AA4027 AA4027.The geoid height was determined by GEOID99. AA4027 AA4027.The dynamic height is computed by dividing the NAVD 88 AA4027.geopotential number by the normal gravity value computed on the AA4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4027.degrees latitude (g = 980.6199 gals.). AA4027 AA4027.The modeled gravity was interpolated from observed gravity values. AA4027 AA4027; North East Units Estimated Accuracy AA4027;SPC SC - 186,300. 519,290. MT (+/- 180 meters Scaled) AA4027 AA4027 SUPERSEDED SURVEY CONTROL AA4027 AA4027.No superseded survey control is available for this station. AA4027 AA4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT097081(NAD 83) AA4027_MARKER: DD = SURVEY DISK AA4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4027_STAMPING: 2 092 1993 AA4027_MARK LOGO: SCGS AA4027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4027+STABILITY: SURFACE MOTION AA4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4027+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 AA4027 AA4027 HISTORY - Date Condition Report By AA4027 HISTORY - 1993 MONUMENTED SCGS AA4027 HISTORY - 20001204 GOOD SCGS AA4027 HISTORY - 20031007 GOOD USPSQD AA4027 AA4027 STATION DESCRIPTION AA4027 AA4027'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4027'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH OF NORTH AUGUSTA. AA4027'OWNERSHIP--WILLIAM A. TROTTER III, 3527 WALTON WAY, AUGUSTA, GA, AA4027'30909, PHONE 803-737-3138. TO REACH THE STATION FROM THE JUNCTION OF AA4027'U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE HIGHWAY 230 AA4027'(MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHWEST ON HIGHWAY 230 AA4027'FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 281 (WEST AVENUE) AA4027', CONTINUE ON HIGHWAY 230 FOR 0.1 MILE (0.2 KM) TO A DRIVEWAY RIGHT AA4027'(ENTRANCE TO NATIONSBANK), TURN RIGHT ON THE DRIVEWAY FOR 0.05 MILE AA4027'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE AA4027'NORTHEAST WING OF A BRICK COMMERCIAL BUILDING (TROTTER REALTY AA4027'COMPANY). STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 175.3 FEET AA4027'(53.4 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE CURB OF THE HIGHWAY, AA4027'11.5 FEET (3.5 M) NORTHWEST OF THE CORNER OF THE BUILDING, 16.7 FEET AA4027'(5.1 M) SOUTHEAST OF THE NORHTWEST EDGE OF THE CURB OF THE DRIVEWAY, AA4027'97.2 FEET (29.6 M) SOUTHEAST OF THE EAST CORNER OF A BRICK BANK AA4027'BUILDING (NATIONSBANK), 15.2 FEET (4.6 M) SOUTHWEST OF A WITNESS POST AA4027'AT A POWER POLE NUMBER 0296325 WITH THREE TRANSFORMERS, THREE GUY AA4027'WIRES AND A SECURITY LIGHT. DESCRIBED BY C.E. GEOGHEGAN. AA4027 AA4027 STATION RECOVERY (2000) AA4027 AA4027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4027'STATION IS LOCATED IN NORTH AUGUSTA, 15.0 MILES (24.1 KM) WEST AA4027'SOUTHWEST OF AIKEN. OWNERSHIP--HARTZOG CENTER AIKEN-BARNWELL MENTAL AA4027'HEALTH CENTER, 431 WEST MARTINTOWN ROAD, NORTH AUGUSTA, SC 29841. TO AA4027'REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 25 BUSINESS (GEORGIA AA4027'AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA, GO AA4027'NORTHWEST ON HIGHWAY 230 FOR 0.65 MILE (1.05 KM) TO A DRIVE RIGHT AA4027'(ENTRANCE TO BANK OF AMERICA) , TURN RIGHT ON THE DRIVE 0.05 MILE AA4027'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE NORTH CORNER OF THE AA4027'NORTHEAST WING OF A BRICK BUILDING (HARTZOG CENTER) . STATION IS A AA4027'CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE AA4027'THE DRIVE, 175.5 FEET (53.5 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE AA4027'HIGHWAY CURB, 11.3 FEET (3.4 M) NORTHWEST OF THE NORTH CORNER OF THE AA4027'BUILDING, 16.1 FEET (4.9 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE AA4027'DRIVE CURB, 97.3 FEET (29.7 M) SOUTHEAST OF THE EAST CORNER OF THE AA4027'BRICK BANK BUILDING, 15.4 FEET (4.7 M) WEST SOUTHWEST OF A POWER POLE AA4027'NUMBER 0296325 WITH THREE TRANSFORMERS, THREE GUY WIRES AND A SECURITY AA4027'LIGHT, 15.0 FEET (4.6 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED AA4027'BY J.B. SMOAK. AA4027 AA4027 STATION RECOVERY (2003) AA4027 AA4027'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) AA4027'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4026 *********************************************************************** AA4026 DESIGNATION - 2 093 AA4026 PID - AA4026 AA4026 STATE/COUNTY- SC/AIKEN AA4026 USGS QUAD - NORTH AUGUSTA (1980) AA4026 AA4026 *CURRENT SURVEY CONTROL AA4026 ___________________________________________________________________ AA4026* NAD 83(1986)- 33 30 06. (N) 081 57 53. (W) SCALED AA4026* NAVD 88 - 117.981 (meters) 387.08 (feet) ADJUSTED AA4026 ___________________________________________________________________ AA4026 GEOID HEIGHT- -30.04 (meters) GEOID99 AA4026 DYNAMIC HT - 117.857 (meters) 386.67 (feet) COMP AA4026 MODELED GRAV- 979,583.5 (mgal) NAVD 88 AA4026 AA4026 VERT ORDER - FIRST CLASS II AA4026 AA4026.The horizontal coordinates were scaled from a topographic map and have AA4026.an estimated accuracy of +/- 6 seconds. AA4026 AA4026.The orthometric height was determined by differential leveling AA4026.and adjusted by the National Geodetic Survey in September 1998. AA4026 AA4026.The geoid height was determined by GEOID99. AA4026 AA4026.The dynamic height is computed by dividing the NAVD 88 AA4026.geopotential number by the normal gravity value computed on the AA4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4026.degrees latitude (g = 980.6199 gals.). AA4026 AA4026.The modeled gravity was interpolated from observed gravity values. AA4026 AA4026; North East Units Estimated Accuracy AA4026;SPC SC - 185,430. 519,980. MT (+/- 180 meters Scaled) AA4026 AA4026 SUPERSEDED SURVEY CONTROL AA4026 AA4026.No superseded survey control is available for this station. AA4026 AA4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT103073(NAD 83) AA4026_MARKER: DD = SURVEY DISK AA4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4026_STAMPING: 2 093 1993 AA4026_MARK LOGO: SCGS AA4026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4026+STABILITY: SURFACE MOTION AA4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4026+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 AA4026 AA4026 HISTORY - Date Condition Report By AA4026 HISTORY - 1993 MONUMENTED SCGS AA4026 HISTORY - 20001204 GOOD SCGS AA4026 HISTORY - 20031007 GOOD USPSQD AA4026 AA4026 STATION DESCRIPTION AA4026 AA4026'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4026'STATION IS LOCATED NEAR A POWER POLE AND A PLANTED AREA IN THE SOUTH AA4026'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND AA4026'STATE HIGHWAY 230 (MARTINTOWN ROAD WEST). OWNERSHIP--SCDOT, DIRECTOR AA4026'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE AA4026'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 AA4026'FOOT (15.2 CM) BELOW THE HIGHWAYS, 6.7 FEET (2.0 M) SOUTH OF THE POWER AA4026'POLE WITH TWO GUY WIRES, 28.5 FEET (8.7 M) EAST NORTHEAST OF A POWER AA4026'POLE NUMBER 43580 WITH A TRANSFORMER, THREE GUY WIRES AND A SECURITY AA4026'LIGHT, 9.4 FEET (2.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE AA4026'SIDEWALK OF HIGHWAY 25, 27.2 FEET (8.3 M) SOUTHWEST OF THE CENTER OF AA4026'THE SOUTHWEST BOUND LANES OF HIGHWAY 230, 16.5 FEET (5.0 M) NORTH OF AA4026'THE NORTH CORNER OF A CONCRETE CURBING AT A PARKING LOT, 5.3 FEET (1.6 AA4026'M) SOUTHEAST OF A WITNESS POST. DESCRIBED BY T. HALL. AA4026 AA4026 STATION RECOVERY (2000) AA4026 AA4026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4026'STATION IS LOCATED NEAR A TRAFFIC CONTROL BOX IN THE SOUTH ANGLE OF AA4026'THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE AA4026'HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA. OWNERSHIP--SCDOT, AA4026'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE AA4026'803-737-1350. STATION IS A CONCRETE POST RECESSED BLANK AND BLANK, AA4026'2.0 FEET (0.6 M) EAST NORTHEAST OF THE SOUTH CORNER OF THE CONCRETE AA4026'BASE OF THE TRAFFIC CONTROL BOX, 6.6 FEET (2.0 M) SOUTH OF A POWER AA4026'POLE WITH TWO GUY WIRES AND A METER, 28.5 FEET (8.7 M) EAST NORTHEAST AA4026'OF A POWER POLE C-43580 WITH THREE GUY WIRES, A TRANSFORMER AND A AA4026'STREET LIGHT, 17.0 FEET (5.2 M) NORTH OF THE NORTH CORNER OF THE CURB AA4026'OF THE PARKING LOT, 5.0 FEET (1.5 M) EAST SOUTHEAST OF A WITNESS POST. AA4026'RECOVERED BY J.B. SMOAK. AA4026 AA4026 STATION RECOVERY (2003) AA4026 AA4026'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) AA4026'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3302 *********************************************************************** DE3302 DESIGNATION - 64 SW 18 DE3302 PID - DE3302 DE3302 STATE/COUNTY- SC/AIKEN DE3302 USGS QUAD - GRANITEVILLE (1980) DE3302 DE3302 *CURRENT SURVEY CONTROL DE3302 ___________________________________________________________________ DE3302* NAD 83(1986)- 33 33 49. (N) 081 45 53. (W) SCALED DE3302* NAVD 88 - 133.138 (meters) 436.80 (feet) ADJUSTED DE3302 ___________________________________________________________________ DE3302 GEOID HEIGHT- -30.48 (meters) GEOID99 DE3302 DYNAMIC HT - 132.995 (meters) 436.33 (feet) COMP DE3302 MODELED GRAV- 979,560.9 (mgal) NAVD 88 DE3302 DE3302 VERT ORDER - FIRST CLASS II DE3302 DE3302.The horizontal coordinates were scaled from a topographic map and have DE3302.an estimated accuracy of +/- 6 seconds. DE3302 DE3302.The orthometric height was determined by differential leveling DE3302.and adjusted by the National Geodetic Survey in April 1994. DE3302 DE3302.The geoid height was determined by GEOID99. DE3302 DE3302.The dynamic height is computed by dividing the NAVD 88 DE3302.geopotential number by the normal gravity value computed on the DE3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3302.degrees latitude (g = 980.6199 gals.). DE3302 DE3302.The modeled gravity was interpolated from observed gravity values. DE3302 DE3302; North East Units Estimated Accuracy DE3302;SPC SC - 192,140. 538,610. MT (+/- 180 meters Scaled) DE3302 DE3302 SUPERSEDED SURVEY CONTROL DE3302 DE3302.No superseded survey control is available for this station. DE3302 DE3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT290140(NAD 83) DE3302_MARKER: P = PIPE CAP DE3302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DE3302_STAMPING: 64 1992 SW 18 DE3302_MARK LOGO: SC0020 DE3302_PROJECTION: RECESSED 8 CENTIMETERS DE3302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3302+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3302_ROD/PIPE-DEPTH: 0.76 meters DE3302 DE3302 HISTORY - Date Condition Report By DE3302 HISTORY - 1992 MONUMENTED SC0020 DE3302 HISTORY - 19920909 GOOD SCGS DE3302 HISTORY - 20000724 GOOD SCGS DE3302 HISTORY - 20030922 GOOD USPSQD DE3302 DE3302 STATION DESCRIPTION DE3302 DE3302'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3302'STATION IS LOCATED 2.35 MILES (3.78 KM) WEST OF AIKEN, 2.55 MILES DE3302'(4.10 KM) EAST OF GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE3302'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3302'803-737-1350. DE3302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3302'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3302'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO DE3302'UNIVERSITY PARKWAY LEFT AND AN ENTRANCE RIGHT TO A BANK AND OFFICE DE3302'PLAZA AND THE STATION IN THE SOUTHEAST ANGLE. DE3302'STATION IS A PIPE MARK WITH CAP RECESSED 0.3 FOOT (9.1 CM) AND LEVEL DE3302'WITH THE HIGHWAY, 13.5 FEET (4.1 M) NORTH OF A SECURITY LIGHT POLE, DE3302'14.3 FEET (4.4 M) SOUTHWEST OF A POWER POLE WITH FOUR GUY WIRES, 3.9 DE3302'FEET (1.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A CURB AT THE PLAZA DE3302'EXIT LANES, 39.2 FEET (11.9 M) WEST OF THE NORTHWEST CORNER OF A DE3302'CONCRETE SIDEWALK LEADING TO AN AUTOMATIC TELLER BANK MACHINE, 22.2 DE3302'FEET (6.8 M) WEST NORTHWEST OF SURVEY STATION 2 079, 11.9 FEET DE3302'(3.6 M) SOUTHWEST OF A WITNESS POST. DE3302'RECOVERED BY T. HALL. DE3302 DE3302 STATION RECOVERY (2000) DE3302 DE3302'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3302'STATION IS LOCATED 2.5 MILES (4.0 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DE3302'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3302'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. DE3302'HIGHWAYS 1, 78 (JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 (ROBERT DE3302'M. BELL PARKWAY) , 3.2 MILES (5.1 KM) WEST OF AIKEN, GO EAST ON DE3302'HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT DE3302'NEAR A POWER POLE IN THE SOUTHEAST ANGLE OF AN ENTRANCE DRIVE TO A DE3302'BANK AND THE AIKEN SHOPPING PLAZA, ACROSS THE HIGHWAY FROM THE DE3302'JUNCTION OF STATE ROAD 2131 (UNIVERSITY PARKWAY) . STATION IS AN DE3302'ALUMINUM PIPE MARK WITH CAP FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 DE3302'CM) ABOVE THE ENTRANCE DRIVE, 13.5 FEET (4.1 M) NORTH OF A SECURITY DE3302'LIGHT POLE, 14.0 FEET (4.3 M) SOUTHWEST OF THE POWER POLE NUMBER DE3302'404883 WITH FOUR GUY WIRES AND A METER, 4.0 FEET (1.2 M) EAST DE3302'SOUTHEAST OF THE SOUTHEAST EDGE OF A CURB AT THE PLAZA EXIT LANES, DE3302'22.2 FEET (6.8 M) NORTHWEST OF SURVEY STATION 2 079, 12.0 FEET (3.7 M) DE3302'SOUTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK. DE3302 DE3302 STATION RECOVERY (2003) DE3302 DE3302'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3302'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2480 *********************************************************************** DE2480 DESIGNATION - AKGPS 26 DE2480 PID - DE2480 DE2480 STATE/COUNTY- SC/AIKEN DE2480 USGS QUAD - NORTH AUGUSTA (1980) DE2480 DE2480 *CURRENT SURVEY CONTROL DE2480 ___________________________________________________________________ DE2480* NAD 83(1986)- 33 35 21.20301(N) 081 55 35.55112(W) ADJUSTED DE2480* NAVD 88 - 160.75 (meters) 527.4 (feet) GPS OBS DE2480 ___________________________________________________________________ DE2480 LAPLACE CORR- -4.09 (seconds) DEFLEC99 DE2480 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2480 DE2480 HORZ ORDER - FIRST DE2480 DE2480.The North Carolina/South Carolina HARNS have been completed but, DE2480.due to contractual restrictions, coordinates for these stations DE2480.will NOT be published in the near future. In the interim, the DE2480.published coordinates in North and South Carolina will not be DE2480.consistent with the Continuously Operating Reference Stations DE2480.(CORS). The HARN coordinates for these stations are available DE2480.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2480.Lapine(803-896-7700). DE2480. DE2480.In addition, the published North and South Carolina positions DE2480.(NAD 83 (1986)) are NOT consistent with those determined in DE2480.adjacent state readjustments. The discontinuity between stations DE2480.located in North or South Carolina and those in adjacent states DE2480.which have been adjusted to the HARN may be as much as 5 DE2480.decimeters. This will result in a significant loss of accuracy DE2480.over lines crossing such state borders. DE2480 DE2480 DE2480.The horizontal coordinates were established by GPS observations DE2480.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2480 DE2480.The orthometric height was determined by GPS observations and a DE2480.high-resolution geoid model using precise GPS observation and DE2480.processing techniques. DE2480 DE2480.The Laplace correction was computed from DEFLEC99 derived deflections. DE2480 DE2480.The geoid height was determined by GEOID99. DE2480 DE2480; North East Units Scale Converg. DE2480;SPC SC - 195,106.840 523,610.609 MT 0.99979463 -0 30 49.2 DE2480;SPC SC - 640,114.30 1,717,882.58 iFT 0.99979463 -0 30 49.2 DE2480;UTM 17 - 3,716,995.973 414,024.732 MT 0.99969113 -0 30 45.5 DE2480 DE2480: Primary Azimuth Mark Grid Az DE2480:SPC SC - AKGPS 25 287 01 05.5 DE2480:UTM 17 - AKGPS 25 287 01 01.8 DE2480 DE2480|---------------------------------------------------------------------| DE2480| PID Reference Object Distance Geod. Az | DE2480| dddmmss.s | DE2480| DE2479 AKGPS 25 APPROX. 0.9 KM 2863016.3 | DE2480|---------------------------------------------------------------------| DE2480 DE2480 SUPERSEDED SURVEY CONTROL DE2480 DE2480 NAD 83(1986)- 33 35 21.20301(N) 081 55 35.55112(W) AD( ) 2 DE2480 NGVD 29 (09/11/89) 161.4 (m) 530. (f) GPS OBS DE2480 DE2480.Superseded values are not recommended for survey control. DE2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2480.See file dsdata.txt to determine how the superseded data were derived. DE2480 DE2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1402516996(NAD 83) DE2480_MARKER: P = PIPE CAP DE2480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DE2480_STAMPING: AKGPS 26 1988 DE2480_MARK LOGO: SC-003 DE2480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2480+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 DE2480 DE2480 HISTORY - Date Condition Report By DE2480 HISTORY - 1988 MONUMENTED LOCSUR DE2480 HISTORY - 1988 GOOD LOCSUR DE2480 HISTORY - 19920921 GOOD SCGS DE2480 HISTORY - 20001113 GOOD SCGS DE2480 HISTORY - 20031006 GOOD USPSQD DE2480 DE2480 STATION DESCRIPTION DE2480 DE2480'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM) DE2480'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) NORTHEAST DE2480'OF BELVEDERE IN WESTERN AIKEN COUNTY, SC. DE2480' DE2480'TO REACH STATION FROM INTERSECTION OF S2-33 AND S2-253 DE2480'GO NORTHWEST ON S2-253 FOR 3.7 KM (2.3 MI) TO S2-1967 DE2480'INTERSECTION, CONTINUE ON S2-253 NORTHWEST FOR 0.9 KM DE2480'(0.55 MI) TO STATION ON RIGHT NEAR A BASEBALL DIAMOND, DE2480'39.0 KM (128 FEET) NORTHEAST OF CENTER OF S2-253, 29.6 DE2480'METERS (97.1 FEET) NORTHEAST OF CORNER FENCE POST, DE2480'28.1 METERS (92.2 FEET) NORTHEAST OF POWER POLE NO. DE2480'81531, 25.4 METERS (83.5 FEET) SOUTHWEST OF POWER POLE DE2480'NO. 81532, 8.1 METERS (26.5 FEET) SOUTHEAST OF A CYCLONE DE2480'FENCE, 8.1 METERS (26.6 FEET) SOUTHEAST OF WITNESS POST. DE2480' DE2480'THE STATION IS A STANDARD SC-003 DISK STAMPED---AKGPS 26 1988---AND DE2480'IS RECESSED 0.03 METER (0.1 FEET) BELOW GROUND SURFACE, DE2480'MONUMENT IS A BERNSTEN A-2-BR-30 ENCASED IN PVC PIPE. DE2480 DE2480 STATION RECOVERY (1988) DE2480 DE2480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 DE2480'RECOVERED IN GOOD CONDITION. DE2480 DE2480 STATION RECOVERY (1992) DE2480 DE2480'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE2480'RECOVERED IN GOOD CONDITION. DE2480 DE2480 STATION RECOVERY (2000) DE2480 DE2480'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2480'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTH NORTHEAST OF NORTH DE2480'AUGUSTA, 12.0 MILES (19.3 KM) WEST OF AIKEN. OWNERSHIP--MRS. SAMUEL DE2480'H. SWINT, 631 GARY DRIVE, AUGUSTA, GA 30901. TO REACH THE STATION DE2480'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 25, STATE HIGHWAY 121 AND DE2480'INTERSTATE 20 (EXIT 5) , 4.1 MILES (6.6 KM) NORTHEAST OF NORTH DE2480'AUGUSTA, GO NORTH NORTHEAST ON HIGHWAY 25 FOR 2.1 MILES (3.4 KM) TO DE2480'THE JUNCTION OF STATE ROAD 253 (RIDGE ROAD) , TURN RIGHT ON ROAD 253 DE2480'FOR 0.9 MILE (1.4 KM) TO THE STATION ON THE LEFT IN A SAND PARKING DE2480'AREA FOR A BASEBALL FIELD. STATION IS A PIPE MARK WITH CAP FLUSH WITH DE2480'THE GROUND AND LEVEL WITH THE ROAD, 27.1 FEET (8.3 M) SOUTHEAST OF A DE2480'CHAIN LINK FENCE LINE, 61.0 FEET (18.6 M) SOUTH OF THE WEST CHAIN LINK DE2480'FENCE POST, 129.7 FEET (39.5 M) NORTHEAST OF THE CENTER OF THE ROAD, DE2480'86.7 FEET (26.4 M) WEST OF A CONCRETE PROPERTY MARKER, 92.6 FEET (28.2 DE2480'M) NORTHEAST OF A SECURITY LIGHT POLE INSIDE THE SOUTH CORNER OF THE DE2480'FENCE AREA FOR THE BASEBALL FIELD. RECOVERED BY R.P. MCKEOWN. DE2480 DE2480 STATION RECOVERY (2003) DE2480 DE2480'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2480'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2485 *********************************************************************** DE2485 DESIGNATION - AKGPS 31 DE2485 PID - DE2485 DE2485 STATE/COUNTY- SC/AIKEN DE2485 USGS QUAD - GRANITEVILLE (1980) DE2485 DE2485 *CURRENT SURVEY CONTROL DE2485 ___________________________________________________________________ DE2485* NAD 83(1986)- 33 34 13.93030(N) 081 49 18.77434(W) ADJUSTED DE2485* NAVD 88 - 114.12 (meters) 374.4 (feet) GPS OBS DE2485 ___________________________________________________________________ DE2485 LAPLACE CORR- -3.66 (seconds) DEFLEC99 DE2485 GEOID HEIGHT- -30.35 (meters) GEOID99 DE2485 DE2485 HORZ ORDER - FIRST DE2485 DE2485.The North Carolina/South Carolina HARNS have been completed but, DE2485.due to contractual restrictions, coordinates for these stations DE2485.will NOT be published in the near future. In the interim, the DE2485.published coordinates in North and South Carolina will not be DE2485.consistent with the Continuously Operating Reference Stations DE2485.(CORS). The HARN coordinates for these stations are available DE2485.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2485.Lapine(803-896-7700). DE2485. DE2485.In addition, the published North and South Carolina positions DE2485.(NAD 83 (1986)) are NOT consistent with those determined in DE2485.adjacent state readjustments. The discontinuity between stations DE2485.located in North or South Carolina and those in adjacent states DE2485.which have been adjusted to the HARN may be as much as 5 DE2485.decimeters. This will result in a significant loss of accuracy DE2485.over lines crossing such state borders. DE2485 DE2485 DE2485.The horizontal coordinates were established by GPS observations DE2485.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2485 DE2485.The orthometric height was determined by GPS observations and a DE2485.high-resolution geoid model using precise GPS observation and DE2485.processing techniques. DE2485 DE2485.The Laplace correction was computed from DEFLEC99 derived deflections. DE2485 DE2485.The geoid height was determined by GEOID99. DE2485 DE2485; North East Units Scale Converg. DE2485;SPC SC - 192,952.517 533,307.091 MT 0.99979514 -0 27 20.3 DE2485;SPC SC - 633,046.32 1,749,695.18 iFT 0.99979514 -0 27 20.3 DE2485;UTM 17 - 3,714,842.082 423,720.153 MT 0.99967173 -0 27 16.2 DE2485 DE2485 SUPERSEDED SURVEY CONTROL DE2485 DE2485 NAD 83(1986)- 33 34 13.92882(N) 081 49 18.77426(W) AD( ) 2 DE2485 NGVD 29 (09/11/89) 114.8 (m) 377. (f) GPS OBS DE2485 DE2485.Superseded values are not recommended for survey control. DE2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2485.See file dsdata.txt to determine how the superseded data were derived. DE2485 DE2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2372014842(NAD 83) DE2485_MARKER: P = PIPE CAP DE2485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DE2485_STAMPING: AKGPS 31 1988 DE2485_MARK LOGO: SC-003 DE2485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2485+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE2485 DE2485 HISTORY - Date Condition Report By DE2485 HISTORY - 1988 MONUMENTED LOCSUR DE2485 HISTORY - 1988 GOOD LOCSUR DE2485 HISTORY - 19920908 GOOD SCGS DE2485 HISTORY - 19930505 GOOD SCGS DE2485 HISTORY - 20001114 GOOD SCGS DE2485 HISTORY - 20030929 GOOD USPSQD DE2485 DE2485 STATION DESCRIPTION DE2485 DE2485'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM) DE2485'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST DE2485'OF GRANITEVILLE IN SOUTHWESTERN AIKEN COUNTY, SC. DE2485' DE2485'TO REACH STATION FROM INTERSECTION OF S2-33 (JACKSON DE2485'STREET) AND S.C. 191, GO WEST ON S2-33 FOR 1.4 KM DE2485'(0.9 MI) TO STATION ON LEFT IN FRONT OF CONGREGATIONAL DE2485'HOLINESS CHURCH, 10.0 METERS (33 FEET) NORTHWEST OF DE2485'EDGE OF CHURCH DRIVE, 9.3 METERS (30.5 FEET) SOUTHWEST DE2485'OF CENTER OF S2-33, 3.1 METERS (10.3 FEET) NORTHWEST DE2485'OF A POWER POLE, 1.0 METER (3.2 FEET) WEST OF AN IRON DE2485'PIN, 2.8 METERS (9.3 FEET) NORTH OF WITNESS POST. DE2485' DE2485'THE STATION IS A STANDARD SC-003 DISK STAMPED---AKGPS 31 1988---AND DE2485'IS RECESSED 0.03 METER (0.1 FEET) BELOW GROUND SURFACE, DE2485'MONUMENT IS A BERNSTEN A-2-BR-30 ENCASED IN PVC PIPE. DE2485 DE2485 STATION RECOVERY (1988) DE2485 DE2485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 DE2485'RECOVERED IN GOOD CONDITION. DE2485 DE2485 STATION RECOVERY (1992) DE2485 DE2485'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE2485'RECOVERED IN GOOD CONDITION. DE2485 DE2485 STATION RECOVERY (1993) DE2485 DE2485'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE2485'RECOVERED IN GOOD CONDITION. DE2485 DE2485 STATION RECOVERY (2000) DE2485 DE2485'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2485'STATION IS LOCATED 5.9 MILES (9.5 KM) WEST OF AIKEN, 9.5 MILES (15.3 DE2485'KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF DE2485'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2485'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE2485'INTERSTATE 20 (EXIT 11) AND STATE ROAD 144 (BETTIS ACADEMY ROAD) , 7.5 DE2485'MILES (12.1 KM) NORTHWEST OF AIKEN, GO SOUTHWEST ON ROAD 144 FOR 2.4 DE2485'MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 33 (LAKE ASCUAGA ROAD) , DE2485'TURN LEFT ON ROAD 33 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT DE2485'NEAR A POWER POLE IN THE WEST ANGLE OF THE ENTRANCE DRIVE FOR THE DE2485'CHRISTIAN HERITAGE CHURCH. STATION IS A PIPE MARK WITH CAP FLUSH WITH DE2485'THE GROUND AND 1.5 FEET (0.5 M) ABOVE THE ROAD, 30.2 FEET (9.2 M) DE2485'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 34.7 FEET (10.6 M) EAST DE2485'SOUTHEAST OF THE CENTER OF A METAL WATER METER COVER, 68.6 FEET (20.9 DE2485'M) WEST SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 10.2 FEET (3.1 DE2485'M) NORTH OF THE POWER POLE WITH GUY WIRE AND A SCGS REFERENCE WASHER DE2485'ATTACHED, 31.4 FEET (9.6 M) WEST OF THE WEST END OF A 1.2-FOOT DE2485'CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVE, 9.2 FEET (2.8 M) DE2485'NORTH OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN. DE2485 DE2485 STATION RECOVERY (2003) DE2485 DE2485'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2485'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2486 *********************************************************************** DE2486 DESIGNATION - AKGPS 32 DE2486 PID - DE2486 DE2486 STATE/COUNTY- SC/AIKEN DE2486 USGS QUAD - NORTH AUGUSTA (1980) DE2486 DE2486 *CURRENT SURVEY CONTROL DE2486 ___________________________________________________________________ DE2486* NAD 83(1986)- 33 33 42.21668(N) 081 57 58.69189(W) ADJUSTED DE2486* NAVD 88 - 143.99 (meters) 472.4 (feet) GPS OBS DE2486 ___________________________________________________________________ DE2486 LAPLACE CORR- -3.12 (seconds) DEFLEC99 DE2486 GEOID HEIGHT- -29.98 (meters) GEOID99 DE2486 DE2486 HORZ ORDER - FIRST DE2486 DE2486.The North Carolina/South Carolina HARNS have been completed but, DE2486.due to contractual restrictions, coordinates for these stations DE2486.will NOT be published in the near future. In the interim, the DE2486.published coordinates in North and South Carolina will not be DE2486.consistent with the Continuously Operating Reference Stations DE2486.(CORS). The HARN coordinates for these stations are available DE2486.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2486.Lapine(803-896-7700). DE2486. DE2486.In addition, the published North and South Carolina positions DE2486.(NAD 83 (1986)) are NOT consistent with those determined in DE2486.adjacent state readjustments. The discontinuity between stations DE2486.located in North or South Carolina and those in adjacent states DE2486.which have been adjusted to the HARN may be as much as 5 DE2486.decimeters. This will result in a significant loss of accuracy DE2486.over lines crossing such state borders. DE2486 DE2486 DE2486.The horizontal coordinates were established by GPS observations DE2486.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2486 DE2486.The orthometric height was determined by GPS observations and a DE2486.high-resolution geoid model using precise GPS observation and DE2486.processing techniques. DE2486 DE2486.The Laplace correction was computed from DEFLEC99 derived deflections. DE2486 DE2486.The geoid height was determined by GEOID99. DE2486 DE2486; North East Units Scale Converg. DE2486;SPC SC - 192,091.658 519,892.085 MT 0.99979541 -0 32 08.6 DE2486;SPC SC - 630,221.98 1,705,682.69 iFT 0.99979541 -0 32 08.6 DE2486;SPC GA E - 394,913.961 218,603.203 MT 0.99990427 +0 06 38.8 DE2486;UTM 17 - 3,713,981.010 410,306.645 MT 0.99969918 -0 32 03.3 DE2486 DE2486 SUPERSEDED SURVEY CONTROL DE2486 DE2486 NAD 83(1986)- 33 33 42.21668(N) 081 57 58.69189(W) AD( ) 2 DE2486 NGVD 29 (09/11/89) 144.5 (m) 474. (f) GPS OBS DE2486 DE2486.Superseded values are not recommended for survey control. DE2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2486.See file dsdata.txt to determine how the superseded data were derived. DE2486 DE2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1030713981(NAD 83) DE2486_MARKER: P = PIPE CAP DE2486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DE2486_STAMPING: AKGPS 32 1988 DE2486_MARK LOGO: SC-003 DE2486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2486+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 DE2486 DE2486 HISTORY - Date Condition Report By DE2486 HISTORY - 1988 MONUMENTED LOCSUR DE2486 HISTORY - 1988 GOOD LOCSUR DE2486 HISTORY - 19920921 GOOD SCGS DE2486 HISTORY - 20001113 GOOD SCGS DE2486 HISTORY - 20031006 GOOD USPSQD DE2486 DE2486 STATION DESCRIPTION DE2486 DE2486'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM) DE2486'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTHWEST DE2486'OF BELVEDERE IN SOUTHWESTERN AIKEN COUNTY, SC. DE2486' DE2486'TO REACH STATION FROM INTERSECTION OF INTERSTATE 20 DE2486'AND S2-45, GO NORTH ON S2-45 FOR 1.3 KM (0.8 MI) TO DE2486'S2-582 (GREGORY LAKE ROAD) ON LEFT, TURN LEFT ONTO DE2486'S2-582 AND GO WEST FOR 0.8 KM (0.5 MI) TO INTERSECTION DE2486'WITH S2-2124 (WARREN COURT) ON RIGHT, STATION BEING DE2486'ON LEFT IN SOUTHWEST QUADRANT, 33.2 METERS (109 FEET) DE2486'SOUTHWEST OF POWER POLE NO. 64802 IN NORTHEAST QUADRANT DE2486'10.1 METERS (33.3 FEET) NORTHEAST OF BRICK COLUMN AT DE2486'DRIVEWAY, 6.5 METERS (21.2 FEET) SOUTH OF CENTER OF DE2486'S2-582 (GREGORY LAKE ROAD), NEAR WATER TANK, 2.7 METERS DE2486'(9.0 FEET) NORTH OF A WITNESS POST. DE2486' DE2486'THE STATION IS A STANDARD SC-003 DISK STAMPED---AKGPS 32 1988---AND DE2486'IS SET FLUSH WITH GROUND SURFACE, MONUMENT IS A BERNSTEN DE2486'A-2-BR-30 ENCASED IN PVC PIPE. DE2486 DE2486 STATION RECOVERY (1988) DE2486 DE2486'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 DE2486'RECOVERED IN GOOD CONDITION. DE2486 DE2486 STATION RECOVERY (1992) DE2486 DE2486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE2486'RECOVERED IN GOOD CONDITION. DE2486 DE2486 STATION RECOVERY (2000) DE2486 DE2486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2486'STATION IS LOCATED 4.2 MILES (6.8 KM) NORTH OF NORTH AUGUSTA, 14.2 DE2486'MILES (22.9 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF DE2486'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2486'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE2486'INTERSTATE 20 (EXIT 5) , STATE HIGHWAY 121 AND U.S. HIGHWAY 25, 4.1 DE2486'MILES (6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO NORTHEAST ON HIGHWAYS 25 DE2486'AND 121 FOR 0.2 MILE (0.3 KM) TO THE JUNCTION OF STATE ROAD 1445 DE2486'(AUSTIN GRAYBILL ROAD) , TURN LEFT ON ROAD 1445 FOR 1.75 MILES (2.82 DE2486'KM) TO THE JUNCTION OF STATE ROAD 45 (FIVE NOTCH ROAD) , TURN RIGHT ON DE2486'ROAD 45 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 582 DE2486'(GREGORY LAKE ROAD) , TURN LEFT ON ROAD 582 FOR 0.45 MILE (0.72 KM) TO DE2486'THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE OF A DRIVEWAY LEADING DE2486'TO A BRICK HOUSE NUMBER 1774. STATION IS A PIPE MARK WITH CAP FLUSH DE2486'WITH THE GROUND AND LEVEL WITH THE ROAD, 21.0 FEET (6.4 M) NORTH DE2486'NORTHWEST OF A FLAG POLE, 43.0 FEET (13.1 M) WEST NORTHWEST OF THE DE2486'CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 1760, 33.5 FEET DE2486'(10.2 M) EAST OF THE CENTER THE EASTERN MOST OF FOUR BRICK COLUMNS. DE2486'RECOVERED BY R.P. MCKEOWN. DE2486 DE2486 STATION RECOVERY (2003) DE2486 DE2486'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2486' DE2486'THE MARK IS 60' NORTH NORTHWEST OF THE FLAG POLE AND IS 21' SOUTHEAST DE2486'OF CENTER OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2494 *********************************************************************** DE2494 DESIGNATION - AKGPS 41 DE2494 PID - DE2494 DE2494 STATE/COUNTY- SC/AIKEN DE2494 USGS QUAD - GRANITEVILLE (1980) DE2494 DE2494 *CURRENT SURVEY CONTROL DE2494 ___________________________________________________________________ DE2494* NAD 83(1986)- 33 30 56.93229(N) 081 48 49.81461(W) ADJUSTED DE2494* NAVD 88 - 128.86 (meters) 422.8 (feet) GPS OBS DE2494 ___________________________________________________________________ DE2494 LAPLACE CORR- -2.70 (seconds) DEFLEC99 DE2494 GEOID HEIGHT- -30.43 (meters) GEOID99 DE2494 DE2494 HORZ ORDER - FIRST DE2494 DE2494.The North Carolina/South Carolina HARNS have been completed but, DE2494.due to contractual restrictions, coordinates for these stations DE2494.will NOT be published in the near future. In the interim, the DE2494.published coordinates in North and South Carolina will not be DE2494.consistent with the Continuously Operating Reference Stations DE2494.(CORS). The HARN coordinates for these stations are available DE2494.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2494.Lapine(803-896-7700). DE2494. DE2494.In addition, the published North and South Carolina positions DE2494.(NAD 83 (1986)) are NOT consistent with those determined in DE2494.adjacent state readjustments. The discontinuity between stations DE2494.located in North or South Carolina and those in adjacent states DE2494.which have been adjusted to the HARN may be as much as 5 DE2494.decimeters. This will result in a significant loss of accuracy DE2494.over lines crossing such state borders. DE2494 DE2494 DE2494.The horizontal coordinates were established by GPS observations DE2494.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2494 DE2494.The orthometric height was determined by GPS observations and a DE2494.high-resolution geoid model using precise GPS observation and DE2494.processing techniques. DE2494 DE2494.The Laplace correction was computed from DEFLEC99 derived deflections. DE2494 DE2494.The geoid height was determined by GEOID99. DE2494 DE2494; North East Units Scale Converg. DE2494;SPC SC - 186,878.626 534,006.027 MT 0.99979723 -0 27 04.3 DE2494;SPC SC - 613,118.85 1,751,988.28 iFT 0.99979723 -0 27 04.3 DE2494;UTM 17 - 3,708,768.968 424,419.158 MT 0.99967043 -0 26 57.8 DE2494 DE2494 SUPERSEDED SURVEY CONTROL DE2494 DE2494 NAD 83(1986)- 33 30 56.93229(N) 081 48 49.81461(W) AD( ) 2 DE2494 NGVD 29 (09/11/89) 129.2 (m) 424. (f) GPS OBS DE2494 DE2494.Superseded values are not recommended for survey control. DE2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2494.See file dsdata.txt to determine how the superseded data were derived. DE2494 DE2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2441908769(NAD 83) DE2494_MARKER: P = PIPE CAP DE2494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DE2494_STAMPING: AKGPS 41 1988 DE2494_MARK LOGO: SC-003 DE2494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2494+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE2494 DE2494 HISTORY - Date Condition Report By DE2494 HISTORY - 1988 MONUMENTED LOCSUR DE2494 HISTORY - 1988 GOOD LOCSUR DE2494 HISTORY - 19920916 GOOD SCGS DE2494 HISTORY - 20001212 GOOD SCGS DE2494 HISTORY - 20031001 GOOD USPSQD DE2494 DE2494 STATION DESCRIPTION DE2494 DE2494'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM) DE2494'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) DE2494'SOUTHEAST OF GLOVERVILLE IN WESTERN AIKEN COUNTY, SC. DE2494' DE2494'TO REACH THE STATION FROM THE INTERSECTION OF DE2494'STATE ROAD S2-202 AND SC HIGHWAY 421 IN GLOVERVILLE, DE2494'GO SOUTHEAST ON S2-202 (PINE STREET) FOR 1.85 KM DE2494'(1.15 MI) TO THE STATION ON THE LEFT, 0.08 KM DE2494'(0.05 MI) SOUTHEAST OF THE INTERSECTION OF ROAD DE2494'S2-1515, 21.7 METERS (71.1 FEET) EAST SOUTHEAST DE2494'OF A CULVERT UNDER THE ENTRANCE TO PALM COURT DE2494'MOBILE HOME PARK, 7.9 METERS (26.1 FEET) NORTHEAST DE2494'OF CENTER OF S2-202, 1.0 METER (3.3 FEET) SOUTHWEST DE2494'OF A WITNESS POST. DE2494' DE2494'THE STATION IS A STANDARD SC-003 DISK DE2494'STAMPED---AKGPS 41 1988---AND IS RECESSED DE2494'0.06 METER (0.2 FEET) BELOW GROUND SURFACE, DE2494'MONUMENT IS A BERNSTEN A-2-BR-30 MODEL DE2494'ENCASED IN PVC PIPE. DE2494 DE2494 STATION RECOVERY (1988) DE2494 DE2494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 DE2494'RECOVERED IN GOOD CONDITION. DE2494 DE2494 STATION RECOVERY (1992) DE2494 DE2494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE2494'RECOVERED IN GOOD CONDITION. DE2494 DE2494 STATION RECOVERY (2000) DE2494 DE2494'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2494'STATION IS LOCATED 6.2 MILES (10.0 KM) WEST SOUTHWEST OF AIKEN, 10.0 DE2494'MILES (16.1 KM) NORTHWEST OF NEW ELLENTON. OWNERSHIP--SCDOT, DIRECTOR DE2494'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2494'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE2494'HIGHWAYS 421 AND 191, 5.3 MILES (8.5 KM) WEST SOUTHWEST OF AIKEN, GO DE2494'SOUTHWEST ON HIGHWAY 421 FOR 2.0 MILES (3.2 KM) TO THE JUNCTION OF DE2494'STATE ROAD 202 (PINE STREET) , TURN LEFT ON ROAD 202 FOR 1.15 MILES DE2494'(1.85 KM) TO THE STATION ON THE LEFT NEAR A HEDGE ROW. STATION IS A DE2494'PIPE MARK WITH CAP FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 25.6 DE2494'FEET (7.8 M) NORTHEAST OF THE CENTER OF THE ROAD, 89.3 FEET (27.2 M) DE2494'SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE FOR PALM COURT MOBILE DE2494'HOME PARK, 71.0 FEET (21.6 M) EAST SOUTHEAST OF THE SOUTHEAST END OF A DE2494'1.2-FOOT CONCRETE PIPE CULVERT BENEATH THE ENTRANCE DRIVE, 21.6 FEET DE2494'(6.6 M) NORTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A DE2494'CONCRETE BLOCK HOUSE NUMBER 446, 116.3 FEET (35.4 M) NORTHWEST OF THE DE2494'CENTER OF A DRIVEWAY TO A MOBILE HOME, 3.3 FEET (1.0 M) SOUTHWEST OF A DE2494'WITNESS POST. RECOVERED BY R.P. MCKEOWN. DE2494 DE2494 STATION RECOVERY (2003) DE2494 DE2494'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2494'WITNESS MARK BROKEN OFF 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2384 *********************************************************************** DE2384 DESIGNATION - AUGUSTA TV STA WRDW TALL MAST DE2384 PID - DE2384 DE2384 STATE/COUNTY- SC/AIKEN DE2384 USGS QUAD - NORTH AUGUSTA (1980) DE2384 DE2384 *CURRENT SURVEY CONTROL DE2384 ___________________________________________________________________ DE2384* NAD 83(1986)- 33 30 21.86453(N) 081 57 43.25796(W) ADJUSTED DE2384* NAVD 88 - DE2384 ___________________________________________________________________ DE2384 LAPLACE CORR- -4.06 (seconds) DEFLEC99 DE2384 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2384 DE2384 HORZ ORDER - THIRD DE2384 DE2384.The North Carolina/South Carolina HARNS have been completed but, DE2384.due to contractual restrictions, coordinates for these stations DE2384.will NOT be published in the near future. In the interim, the DE2384.published coordinates in North and South Carolina will not be DE2384.consistent with the Continuously Operating Reference Stations DE2384.(CORS). The HARN coordinates for these stations are available DE2384.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2384.Lapine(803-896-7700). DE2384. DE2384.In addition, the published North and South Carolina positions DE2384.(NAD 83 (1986)) are NOT consistent with those determined in DE2384.adjacent state readjustments. The discontinuity between stations DE2384.located in North or South Carolina and those in adjacent states DE2384.which have been adjusted to the HARN may be as much as 5 DE2384.decimeters. This will result in a significant loss of accuracy DE2384.over lines crossing such state borders. DE2384 DE2384 DE2384.The horizontal coordinates were established by classical geodetic methods DE2384.and adjusted by the National Geodetic Survey in July 1986. DE2384 DE2384 DE2384.The Laplace correction was computed from DEFLEC99 derived deflections. DE2384 DE2384.The geoid height was determined by GEOID99. DE2384 DE2384; North East Units Scale Converg. DE2384;SPC SC - 185,916.730 520,232.634 MT 0.99979770 -0 32 00.0 DE2384;SPC SC - 609,963.02 1,706,799.98 iFT 0.99979770 -0 32 00.0 DE2384;SPC GA E - 388,742.603 219,013.437 MT 0.99990446 +0 06 46.7 DE2384;UTM 17 - 3,707,806.696 410,647.362 MT 0.99969843 -0 31 51.9 DE2384 DE2384 SUPERSEDED SURVEY CONTROL DE2384 DE2384 NAD 27 - 33 30 21.38412(N) 081 57 43.84987(W) AD( ) 3 DE2384 DE2384.Superseded values are not recommended for survey control. DE2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2384.See file dsdata.txt to determine how the superseded data were derived. DE2384 DE2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1064707807(NAD 83) DE2384_MARKER: 42 = RADIO/TV MAST DE2384 DE2384 HISTORY - Date Condition Report By DE2384 HISTORY - 1971 FIRST OBSERVED NGS DE2384 HISTORY - 1980 GOOD GADT DE2384 HISTORY - 20001211 GOOD SCGS DE2384 HISTORY - 20031007 GOOD USPSQD DE2384 DE2384 STATION DESCRIPTION DE2384 DE2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) DE2384'THE STATION, AUGUSTA TELEVISION STATION WRDW MAST, IS THE LIGHT DE2384'ATOP AN ALTERNATED RED AND WHITE SECTIONED TOWER THAT IS SUPPORTED DE2384'BY 3 LEGS AND IS 505 FEET HIGH. DE2384' DE2384'THE STATION IS LOCATED IN NORTH AUGUSTA AT 1301 GEORGIA AVENUE. DE2384' DE2384'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 25 PASSES OVER DE2384'INTERSTATE HIGHWAY 20, ABOUT 7 MILES NORTH-NORTHEAST OF AUGUSTA, GO DE2384'SOUTH AND SOUTHWEST ON U.S. HIGHWAY 25 FOR 3.3 MILES TO FORK AND DE2384'GEORGIA AVENUE ON RIGHT. KEEP RIGHT AND GO SOUTHWEST ON GEORGIA DE2384'AVENUE FOR 1.3 MILES TO STATION ON LEFT. DE2384' DE2384'THE TOWER IS PROPERTY OF THE RUST CRAFT BROADCASTING COMPANY. DE2384' DE2384'NOTICE--A TOWER OF ABOUT 300 FEET IS LOCATED JUST NORTHEAST OF THIS DE2384'STATION. IT IS PROPERTY OF RADIO STATION WBBQ. DE2384 DE2384 STATION RECOVERY (1980) DE2384 DE2384'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN) DE2384'THE STATION, AUGUSTA TV STATION WRDW TALL MAST, IS THE LIGHT ON TOP DE2384'OF A POLE ANTENNA, ABOUT 160 METERS (525 FEET) ABOVE THE SURFACE OF DE2384'THE GROUND ON TOP OF A RED AND WHITE 3-LEGGED TOWER, THE SOUTHERN DE2384'MOST AND TALLEST ONE OF TWO TOWERS. DE2384'OWNERSHIP--DAVIS BROADCASTING COMPANY. DE2384' DE2384'THE STATION IS LOCATED IN NORTH AUGUSTA ABOUT 48 METERS (156 FEET) DE2384'NORTH OF THE CENTERLINE OF OBSERVATOR AVENUE AND 35 METERS (117 DE2384'FT) WEST OF THE CENTERLINE OF SUMMERHILL ROAD. DE2384' DE2384'TO REACH THE STATION FROM THE JUNCTION OF MARTINTOWN ROAD WITH DE2384'GEORGIA AVENUE, GO NORTHEAST ALONG GEORGIA AVENUE FOR 0.5 KM (0.3 DE2384'MI) TO THE BROADCASTING STUDIOS ON THE RIGHT AND THE STATION BEHIND DE2384'THE BUILDING. DE2384 DE2384 STATION RECOVERY (2000) DE2384 DE2384'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2384'STATION IS LOCATED 0.5 MILE (0.8 KM) NORTH NORTHEAST OF NORTH AUGUSTA, DE2384'14.5 MILES (23.3 KM) WEST SOUTHWEST OF AIKEN. OWNERSHIP--WRDW-TV, DE2384'1301 GEORGIA AVENUE, NORTH AUGUSTA, SC 29841, PHONE 803-278-1212. TO DE2384'REACH THE STATION FROM THE DE2384 DE2384 STATION RECOVERY (2003) DE2384 DE2384'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2384'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2377 *********************************************************************** DE2377 DESIGNATION - BREEZE HILL MUN TANK DE2377 PID - DE2377 DE2377 STATE/COUNTY- SC/AIKEN DE2377 USGS QUAD - GRANITEVILLE (1980) DE2377 DE2377 *CURRENT SURVEY CONTROL DE2377 ___________________________________________________________________ DE2377* NAD 83(1986)- 33 34 26.65261(N) 081 50 21.58948(W) ADJUSTED DE2377* NAVD 88 - DE2377 ___________________________________________________________________ DE2377 LAPLACE CORR- -3.72 (seconds) DEFLEC99 DE2377 GEOID HEIGHT- -30.30 (meters) GEOID99 DE2377 DE2377 HORZ ORDER - THIRD DE2377 DE2377.The North Carolina/South Carolina HARNS have been completed but, DE2377.due to contractual restrictions, coordinates for these stations DE2377.will NOT be published in the near future. In the interim, the DE2377.published coordinates in North and South Carolina will not be DE2377.consistent with the Continuously Operating Reference Stations DE2377.(CORS). The HARN coordinates for these stations are available DE2377.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2377.Lapine(803-896-7700). DE2377. DE2377.In addition, the published North and South Carolina positions DE2377.(NAD 83 (1986)) are NOT consistent with those determined in DE2377.adjacent state readjustments. The discontinuity between stations DE2377.located in North or South Carolina and those in adjacent states DE2377.which have been adjusted to the HARN may be as much as 5 DE2377.decimeters. This will result in a significant loss of accuracy DE2377.over lines crossing such state borders. DE2377 DE2377 DE2377.The horizontal coordinates were established by classical geodetic methods DE2377.and adjusted by the National Geodetic Survey in July 1986. DE2377 DE2377 DE2377.The Laplace correction was computed from DEFLEC99 derived deflections. DE2377 DE2377.The geoid height was determined by GEOID99. DE2377 DE2377; North East Units Scale Converg. DE2377;SPC SC - 193,357.412 531,690.602 MT 0.99979503 -0 27 55.2 DE2377;SPC SC - 634,374.71 1,744,391.74 iFT 0.99979503 -0 27 55.2 DE2377;UTM 17 - 3,715,246.895 422,103.852 MT 0.99967480 -0 27 51.1 DE2377 DE2377 SUPERSEDED SURVEY CONTROL DE2377 DE2377 NAD 27 - 33 34 26.16498(N) 081 50 22.19001(W) AD( ) 3 DE2377 DE2377.Superseded values are not recommended for survey control. DE2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2377.See file dsdata.txt to determine how the superseded data were derived. DE2377 DE2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2210415247(NAD 83) DE2377_MARKER: 53 = ELEVATED TANK DE2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2377+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE2377 DE2377 HISTORY - Date Condition Report By DE2377 HISTORY - 1971 FIRST OBSERVED NGS DE2377 HISTORY - 20001114 GOOD SCGS DE2377 HISTORY - 20030929 GOOD USPSQD DE2377 DE2377 STATION DESCRIPTION DE2377 DE2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) DE2377'THE STATION, BREEZE HILL MUNICIPAL WATER TANK, IS THE FINIAL ATOP DE2377'A SILVER WATER TANK THAT IS SUPPORTED BY 4 LEGS, IS ABOUT 130 FEET DE2377'HIGH AND HAS BREEZE HILL SOUTH CAROLINA PAINTED ON THE SIDE. DE2377' DE2377'THE STATION IS LOCATED IN BREEZE HILL, ABOUT 2 MILES WEST OF DE2377'GRANITEVILLE AND ON THE NORTH SIDE OF ROAD 33. DE2377' DE2377'TO REACH THE STATION FROM THE POINT WHERE U.S. HIGHWAY 25 PASSES DE2377'OVER INTERSTATE HIGHWAY 20, ABOUT 7 MILES NORTH-NORTHEAST OF DE2377'AUGUSTA, GO SOUTH ON U.S. HIGHWAY 25 FOR 0.6 MILE TO SIGN ON RIGHT DE2377'GRANITEVILLE 7, VAUCLUSE 10 INCHES A SIDE ROAD LEFT. TURN LEFT AND DE2377'GO EAST ON ROAD 33 FOR 5.7 MILES TO STATION ON LEFT. DE2377' DE2377'THE TANK IS PROPERTY OF THE BREEZE HILL COMMUNITY. DE2377 DE2377 STATION RECOVERY (2000) DE2377 DE2377'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2377'STATION IS LOCATED 6.9 MILES (11.1 KM) WEST OF AIKEN, 8.8 MILES (14.2 DE2377'KM) NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--BREEZY HILL WATER AND DE2377'SEWER COMPANY INCORPORATED, 64 DONALD PEARSON DRIVE, GRANITEVILLE, SC DE2377'29829, PHONE 803-663-6455. TO REACH THE STATION FROM THE JUNCTION DE2377'OVERPASS OF INTERSTATE 20 (EXIT 11) AND STATE ROAD 144 (BETTIS ACADEMY DE2377'ROAD) , 7.5 MILES (12.1 KM) NORTHWEST OF AIKEN, GO SOUTHWEST ON ROAD DE2377'144 FOR 2.4 MILES (3.9 KM) TO THE JUNCTION OF STATE ROAD 33 (LAKE DE2377'ASCAUGA ROAD) , TURN RIGHT ON ROAD 33 FOR 2.2 MILES (3.5 KM) TO THE DE2377'STATION ON THE RIGHT. STATION IS THE FINIAL ATOP THE TOWER. DE2377'RECOVERED BY R.P. MCKEOWN. DE2377 DE2377 STATION RECOVERY (2003) DE2377 DE2377'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2377'TURN RIGHT ON STATE ROAD 33 0.2 MILES INSTEAD OF 2.2 MILES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2389 *********************************************************************** DE2389 DESIGNATION - BUTLER 2 DE2389 PID - DE2389 DE2389 STATE/COUNTY- SC/AIKEN DE2389 USGS QUAD - NORTH AUGUSTA (1980) DE2389 DE2389 *CURRENT SURVEY CONTROL DE2389 ___________________________________________________________________ DE2389* NAD 83(1986)- 33 30 25.92576(N) 081 57 49.90430(W) ADJUSTED DE2389* NAVD 88 - 143.432 (meters) 470.58 (feet) ADJUSTED DE2389 ___________________________________________________________________ DE2389 LAPLACE CORR- -3.97 (seconds) DEFLEC99 DE2389 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2389 DYNAMIC HT - 143.282 (meters) 470.08 (feet) COMP DE2389 MODELED GRAV- 979,582.5 (mgal) NAVD 88 DE2389 DE2389 HORZ ORDER - FIRST DE2389 VERT ORDER - FIRST CLASS II DE2389 DE2389.The North Carolina/South Carolina HARNS have been completed but, DE2389.due to contractual restrictions, coordinates for these stations DE2389.will NOT be published in the near future. In the interim, the DE2389.published coordinates in North and South Carolina will not be DE2389.consistent with the Continuously Operating Reference Stations DE2389.(CORS). The HARN coordinates for these stations are available DE2389.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2389.Lapine(803-896-7700). DE2389. DE2389.In addition, the published North and South Carolina positions DE2389.(NAD 83 (1986)) are NOT consistent with those determined in DE2389.adjacent state readjustments. The discontinuity between stations DE2389.located in North or South Carolina and those in adjacent states DE2389.which have been adjusted to the HARN may be as much as 5 DE2389.decimeters. This will result in a significant loss of accuracy DE2389.over lines crossing such state borders. DE2389 DE2389 DE2389.The horizontal coordinates were established by classical geodetic methods DE2389.and adjusted by the National Geodetic Survey in July 1986. DE2389 DE2389.The orthometric height was determined by differential leveling DE2389.and adjusted by the National Geodetic Survey in September 1998. DE2389 DE2389.The Laplace correction was computed from DEFLEC99 derived deflections. DE2389 DE2389.The geoid height was determined by GEOID99. DE2389 DE2389.The dynamic height is computed by dividing the NAVD 88 DE2389.geopotential number by the normal gravity value computed on the DE2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE2389.degrees latitude (g = 980.6199 gals.). DE2389 DE2389.The modeled gravity was interpolated from observed gravity values. DE2389 DE2389; North East Units Scale Converg. DE2389;SPC SC - 186,043.421 520,062.301 MT 0.99979764 -0 32 03.7 DE2389;SPC SC - 610,378.68 1,706,241.15 iFT 0.99979764 -0 32 03.7 DE2389;UTM 17 - 3,707,933.368 410,477.040 MT 0.99969880 -0 31 55.7 DE2389 DE2389: Primary Azimuth Mark Grid Az DE2389:SPC SC - SMITH RM 3 105 44 16.2 DE2389:UTM 17 - SMITH RM 3 105 44 08.2 DE2389 DE2389|---------------------------------------------------------------------| DE2389| PID Reference Object Distance Geod. Az | DE2389| dddmmss.s | DE2389| DE2387 BELVEDERE WATER DIST TANK APPROX. 3.2 KM 0445239.0 | DE2389| DE2388 BUTLER 2 RM 4 113.413 METERS 08045 | DE2389| DE2292 SMITH RM 3 APPROX.10.9 KM 1051212.5 | DE2389| DE2384 AUGUSTA TV STA WRDW TALL MAST 212.326 METERS 12606 | DE2389| DE2675 BUTLER 2 RM 2 22.335 METERS 24100 | DE2389| DF1331 AUGUSTA WEST SIDE TANK APPROX.10.4 KM 2584116.5 | DE2389| DE2390 NORTH AUGUSTA SIDEREAL AVE TK 14.396 METERS 29356 | DE2389| DE2676 BUTLER 2 RM 3 25.283 METERS 30011 | DE2389| DE2391 N AUGUSTA PINEHURST TANK APPROX. 2.5 KM 3412324.8 | DE2389|---------------------------------------------------------------------| DE2389 DE2389 SUPERSEDED SURVEY CONTROL DE2389 DE2389 NAD 27 - 33 30 25.43918(N) 081 57 50.48951(W) AD( ) 1 DE2389 NAVD 88 (12/09/96) 143.43 (m) 470.6 (f) LEVELING 3 DE2389 NGVD 29 (07/19/86) 143.3 (m) 470. (f) VERT ANG DE2389 DE2389.Superseded values are not recommended for survey control. DE2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2389.See file dsdata.txt to determine how the superseded data were derived. DE2389 DE2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1047707933(NAD 83) DE2389_MARKER: DH = HORIZONTAL CONTROL DISK DE2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2389_STAMPING: BUTLER 2 1980 DE2389_MARK LOGO: NGS DE2389_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2389+STABILITY: SURFACE MOTION DE2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE2389+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1993 DE2389 DE2389 HISTORY - Date Condition Report By DE2389 HISTORY - 1980 MONUMENTED GADT DE2389 HISTORY - 19930920 GOOD SCGS DE2389 HISTORY - 20031007 GOOD USPSQD DE2389 DE2389 STATION DESCRIPTION DE2389 DE2389'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH) DE2389'THE STATION IS LOCATED IN NORTH AUGUSTA SOUTH CAROLINA ON THE DE2389'PROPERTY OF THE CITY OF NORTH AUGUSTA. PERMISSION WAS OBTAINED DE2389'FROM MR. L.C. LOTT WATER AND SEWER SUPERINTENDENT OF NORTH DE2389'AUGUSTA CITY HALL. PHONE NUMBER 279-4750. DE2389' DE2389'TO REACH THE STATION FROM THE GEORGIA AVENUE POST OFFICE IN NORTH DE2389'AUGUSTA, GO WEST-SOUTHWEST ALONG U.S. HIGHWAY 25 BUSINESS DE2389'(GEORGIA AVENUE) FOR 0.08 KM (0.05 MI) TO POSEYS FUNERAL HOME ON DE2389'THE RIGHT AND REFERENCE MARK NUMBER 4 ON THE RIGHT. DE2389'CONTINUE GOING WEST-SOUTHWEST ALONG GEORGIA AVENUE FOR 0.08 KM DE2389'(0.05 MI) TO THE JUNCTION OF SIDEREAL AVENUE TO THE RIGHT. TURN DE2389'RIGHT GOING WEST ALONG SIDEREAL AVENUE FOR 0.08 KM (0.05 MI) TO DE2389'A WATER TANK ON THE RIGHT AND THE STATION ON THE RIGHT. DE2389' DE2389'THE STATION IS A STANDARD NGS DISK DE2389'STAMPED---BUTLER 2 1980---, DE2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER DE2389'FLUSH WITH GROUND. IT IS LOCATED DE2389'17.373 METERS (57.00 FT) NORTH FROM THE CENTERLINE OF SIDERAIL AVENUE, DE2389'5.5778 METERS (18.30 FT) WEST FROM A METAL WITNESS POST, DE2389'7.2237 METERS (23.70 FT) SOUTHEAST FROM THE CENTER OF THE EAST DE2389'LEG OF THE WATER TANK DE2389'9.9 METERS (32.50 FT) EAST FROM THE CENTER OF THE DE2389'SOUTHEAST LEG OF THE WATER TANK. DE2389'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE2389'STAMPED---BUTLER 2 1980---, DE2389'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. DE2389' DE2389'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK DE2389'STAMPED---BUTLER 2 NO 2 1980---, DE2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER DE2389'FLUSH WITH GROUND. IT IS LOCATED DE2389'5.18 METERS (17.00 FT) NORTH FROM THE CENTERLINE OF THE ROAD, DE2389'5.03 METERS (16.50 FT) SOUTHEAST FROM A 10 INCH OAK TREE, DE2389'17.98 METERS (59.00 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE DE2389'CENTERPIPE OF THE WATER TANK, AND DE2389'27.49 METERS (90.20 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST. DE2389'MARK IS ABOVE STATION 0.61 METERS. DE2389' DE2389'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK DE2389'STAMPED---BUTLER 2 NO 3 1980---, DE2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER DE2389'PROJECTING 3.0 CM ABOVE THE GROUND. IT IS LOCATED DE2389'5.30 METERS (17.40 FT) WEST FROM FROM THE CENTER OF THE NORTHWEST DE2389'LEG OF THE WATER TANK DE2389'6.25 METERS (20.50 FT) NORTH-NORTHWEST FROM THE CENTER OF THE DE2389'WEST LEG OF THE WATER TANK, DE2389'28.65 METERS (94.00 FT) NORTH FROM THE CENTERLINE OF THE ROAD, DE2389'AND DE2389'11.09 METERS (36.40 FT) NORTHWEST FROM THE CENTER PIPE OF THE DE2389'WATER TANK. DE2389'MARK IS BELOW STATION 1.0 METERS. DE2389' DE2389'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK DE2389'STAMPED---BUTLER 2 NO 4 1980---, DE2389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER DE2389'FLUSH WITH GROUND. IT IS LOCATED DE2389'0.46 METER (1.50 FT) WEST FROM THE WEST CURB OF GEORGIA AVENUE, DE2389'3.05 METERS (10.00 FT) EAST FROM THE EAST EDGE OF THE SIDEWALK, DE2389'27.43 METERS (90.00 FT) NORTH FROM THE CENTERLINE OF THE SOUTH DE2389'EXIT DRIVEWAY OF THE FUNERAL HOME, AND DE2389'10.60 METERS (34.80 FT) SOUTH-SOUTHEAST FROM A TELEPHONE CABLE DE2389'PEDESTAL. DE2389'MARK IS BELOW STATION 0.20 METERS. DE2389' DE2389'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS. DE2389'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP AIKEN DE2389'COUNTY SOUTH CAROLINA 1968. REVISED MARCH 1974. DE2389' DE2389'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THE LINE WAS DE2389'OBSTRUCTED BY A WATER TANK LEG. DE2389 DE2389 STATION RECOVERY (1993) DE2389 DE2389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE2389'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTH NORTHEAST OF NORTH DE2389'AUGUSTA. OWNERSHIP--CITY OF NORTH AUGUSTA WATER AND SEWER, DE2389'SUPERINTENDENT L.C. LOTT, NORTH AUGUSTA CITY HALL, PHONE 803-279-4750. DE2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS DE2389'(GEORGIA AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD WEST) IN NORTH DE2389'AUGUSTA, GO NORTHEAST ON HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE DE2389'JUNCTION OF STATE ROAD 290 (SIDEREAL AVENUE), TURN LEFT ON ROAD 290 DE2389'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE EAST SIDE DE2389'OF A CHAIN LINK FENCE AROUND A CITY WATER TANK. STATION IS A CONCRETE DE2389'POST RECESSED 0.4 FOOT (12.2 CM) AND LEVEL WITH THE ROAD, 58.5 FEET DE2389'(17.8 M) NORTH OF THE CENTER OF THE ROAD, 37.1 FEET (11.3 M) NORTH DE2389'NORTHEAST OF THE NORTHEAST METAL CORNER GATE POST OF THE CHAIN LINK DE2389'FENCE AROUND THE WATER TANK, 47.0 FEET (14.3 M) EAST SOUTHEAST OF THE DE2389'CENTER OF THE CENTER STACK OF THE WATER TANK, 11.0 FEET (3.4 M) EAST DE2389'OF THE FENCE LINE, 16.5 FEET (5.0 M) SOUTH SOUTHEAST OF THE EAST DE2389'CORNER POST OF THE CHAIN LINK FENCE, 17.9 FEET (5.5 M) WEST OF A DE2389'WITNESS POST. RECOVERED BY T. HALL. DE2389 DE2389 STATION RECOVERY (2003) DE2389 DE2389'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2389'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2675 *********************************************************************** DE2675 DESIGNATION - BUTLER 2 RM 2 DE2675 PID - DE2675 DE2675 STATE/COUNTY- SC/AIKEN DE2675 USGS QUAD - NORTH AUGUSTA (1980) DE2675 DE2675 *CURRENT SURVEY CONTROL DE2675 ___________________________________________________________________ DE2675* NAD 83(1986)- 33 30 26. (N) 081 57 49. (W) SCALED DE2675* NAVD 88 - 143.605 (meters) 471.14 (feet) ADJUSTED DE2675 ___________________________________________________________________ DE2675 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2675 DYNAMIC HT - 143.454 (meters) 470.65 (feet) COMP DE2675 MODELED GRAV- 979,582.4 (mgal) NAVD 88 DE2675 DE2675 VERT ORDER - FIRST CLASS II DE2675 DE2675.The horizontal coordinates were scaled from a topographic map and have DE2675.an estimated accuracy of +/- 6 seconds. DE2675 DE2675.The orthometric height was determined by differential leveling DE2675.and adjusted by the National Geodetic Survey in September 1998. DE2675 DE2675.The geoid height was determined by GEOID99. DE2675 DE2675.The dynamic height is computed by dividing the NAVD 88 DE2675.geopotential number by the normal gravity value computed on the DE2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE2675.degrees latitude (g = 980.6199 gals.). DE2675 DE2675.The modeled gravity was interpolated from observed gravity values. DE2675 DE2675; North East Units Estimated Accuracy DE2675;SPC SC - 186,050. 520,090. MT (+/- 180 meters Scaled) DE2675 DE2675 SUPERSEDED SURVEY CONTROL DE2675 DE2675.No superseded survey control is available for this station. DE2675 DE2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT105079(NAD 83) DE2675_MARKER: DR = REFERENCE MARK DISK DE2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2675_STAMPING: BUTLER 2 NO 2 1980 DE2675_MARK LOGO: NGS DE2675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2675+STABILITY: SURFACE MOTION DE2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2675+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003 DE2675 DE2675 HISTORY - Date Condition Report By DE2675 HISTORY - 1980 MONUMENTED NGS DE2675 HISTORY - 19930920 GOOD SCGS DE2675 HISTORY - 20001204 GOOD SCGS DE2675 HISTORY - 20031007 GOOD USPSQD DE2675 DE2675 STATION DESCRIPTION DE2675 DE2675'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE2675'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTH NORTHEAST OF NORTH DE2675'AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2675'COLUMIBA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2675'JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE DE2675'HIGHWAY 230 (MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHEAST ON DE2675'HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 290 DE2675'(SIDEREAL AVENUE), TURN LEFT ON ROAD 290 FOR 0.1 MILE (0.2 KM) TO THE DE2675'STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER POST OF A CHAIN LINK DE2675'FENCE AROUND A CITY WATER TANK. STATION IS A CONCRETE POST RECESSED DE2675'0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 17.1 FEET (5.2 M) NORTH OF DE2675'THE CENTER OF THE ROAD, 6.9 FEET (2.1 M) WEST OF THE SOUTHWEST FENCE DE2675'CORNER POST, 15.7 FEET (4.8 M) SOUTHEAST OF A 1.1-FOOT BROAD LEAF OAK DE2675'TREE, 58.2 FEET (17.7 M) SOUTH SOUTHWEST OF THE CENTER OF THE CENTER DE2675'STACK OF THE WATER TANK, 4.1 FEET (1.2 M) NORTHEAST OF A WITNESS POST. DE2675'RECOVERED BY T. HALL. DE2675 DE2675 STATION RECOVERY (2000) DE2675 DE2675'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2675'STATION IS LOCATED IN NORTH AUGUSTA, 14.5 MILES (23.3 KM) WEST DE2675'SOUTHWEST OF AIKEN. OWNERSHIP--CITY OF NORTH AUGUSTA. TO REACH THE DE2675'STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA DE2675'AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA, GO DE2675'NORTHEAST ON HIGHWAY 25 BUSINESS FOR 0.4 MILE (0.6 KM) TO THE JUNCTION DE2675'OF STATE ROAD 290 (SIDEREAL AVENUE) , TURN LEFT ON ROAD 290 FOR 0.1 DE2675'MILE (0.2 KM) TO THE STATION ON THE RIGHT OUTSIDE A FENCE SURROUNDING DE2675'A WATER TANK. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND DE2675'LEVEL WITH THE ROAD, 17.8 FEET (5.4 M) NORTH OF THE CENTER OF THE DE2675'ROAD, 18.9 FEET (5.8 M) WEST NORTHWEST OF AN IRON WATER VALVE COVER, DE2675'58.6 FEET (17.9 M) SOUTH SOUTHWEST OF THE CENTER STACK OF THE WATER DE2675'TANK, 78.0 FEET (23.8 M) SOUTH OF REFERENCE MARK BUTLER 2 RM 3, 44.8 DE2675'FEET (13.7 M) EAST SOUTHEAST OF THE WEST CORNER OF THE CHAIN LINK DE2675'FENCE POST, 65.6 FEET (20.0 M) NORTHWEST OF A TELEPHONE JUNCTION BOX DE2675'NUMBER 1306 ACROSS THE ROAD, 4.0 FEET (1.2 M) NORTH NORTHEAST OF A DE2675'WITNESS POST. RECOVERED BY J.B. SMOAK. DE2675 DE2675 STATION RECOVERY (2003) DE2675 DE2675'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2675'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2676 *********************************************************************** DE2676 DESIGNATION - BUTLER 2 RM 3 DE2676 PID - DE2676 DE2676 STATE/COUNTY- SC/AIKEN DE2676 USGS QUAD - NORTH AUGUSTA (1980) DE2676 DE2676 *CURRENT SURVEY CONTROL DE2676 ___________________________________________________________________ DE2676* NAD 83(1986)- 33 30 26. (N) 081 57 49. (W) SCALED DE2676* NAVD 88 - 142.674 (meters) 468.09 (feet) ADJUSTED DE2676 ___________________________________________________________________ DE2676 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2676 DYNAMIC HT - 142.524 (meters) 467.60 (feet) COMP DE2676 MODELED GRAV- 979,582.4 (mgal) NAVD 88 DE2676 DE2676 VERT ORDER - FIRST CLASS II DE2676 DE2676.The horizontal coordinates were scaled from a topographic map and have DE2676.an estimated accuracy of +/- 6 seconds. DE2676 DE2676.The orthometric height was determined by differential leveling DE2676.and adjusted by the National Geodetic Survey in September 1998. DE2676 DE2676.The geoid height was determined by GEOID99. DE2676 DE2676.The dynamic height is computed by dividing the NAVD 88 DE2676.geopotential number by the normal gravity value computed on the DE2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE2676.degrees latitude (g = 980.6199 gals.). DE2676 DE2676.The modeled gravity was interpolated from observed gravity values. DE2676 DE2676; North East Units Estimated Accuracy DE2676;SPC SC - 186,050. 520,090. MT (+/- 180 meters Scaled) DE2676 DE2676 SUPERSEDED SURVEY CONTROL DE2676 DE2676.No superseded survey control is available for this station. DE2676 DE2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT105079(NAD 83) DE2676_MARKER: DR = REFERENCE MARK DISK DE2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2676_STAMPING: BUTLER 2 NO 3 1980 DE2676_MARK LOGO: NGS DE2676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2676+STABILITY: SURFACE MOTION DE2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE2676+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2000 DE2676 DE2676 HISTORY - Date Condition Report By DE2676 HISTORY - 1980 MONUMENTED NGS DE2676 HISTORY - 19930920 GOOD SCGS DE2676 HISTORY - 20001204 GOOD SCGS DE2676 HISTORY - 20031007 GOOD USPSQD DE2676 DE2676 STATION DESCRIPTION DE2676 DE2676'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE2676'STATION IS LOCATED 1.1 MILES (1.8 KM) NORTH NORTHEAST OF NORTH DE2676'AUGUSTA. OWNERSHIP--CITY OF NORTH AUGUSTA WATER AND SEWER, DE2676'SUPERINTENDENT L.C. LOTT, NORTH AUGUSTA CITY HALL, PHONE 803-279-4750. DE2676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS DE2676'(GEORGIA AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD WEST) IN NORTH DE2676'AUGUSTA, GO NORTHEAST ON HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE DE2676'JUNCTION OF STATE ROAD 290 (SIDEREAL AVENUE), TURN LEFT ON ROAD 290 DE2676'FOR 0.1 MILE (0.2 KM) TO THE STATION BEHIND THE FENCE AROUND THE CITY DE2676'WATER TANK. STATION IS A CONCRETE POST RECESSED 0.2 FOOT, 85.4 FEET DE2676'(26.0 M) NORTH OF THE CENTER OF THE ROAD, 3.4 FEET (1.0 M) NORTHWEST DE2676'OF THE FENCE LINE, 36.2 FEET (11.0 M) NORTH NORTHWEST OF THE CENTER OF DE2676'THE STACK OF THE TANK, 11.3 FEET (3.4 M) SOUTHWEST OF THE NORTHWEST DE2676'CORNER OF THE FENCE, 24.1 FEET (7.3 M) NORTHEAST OF THE WEST FENCE DE2676'CORNER OF THE FENCE, 1.5 FEET (0.5 M) SOUTH OF A WITNESS POST. DE2676'RECOVERED BY T. HALL. DE2676 DE2676 STATION RECOVERY (2000) DE2676 DE2676'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2676'STATION IS LOCATED IN NORTH AUGUSTA, 14.5 MILES (23.3 KM) WEST DE2676'SOUTHWEST OF AIKEN. OWNERSHIP--CITY OF NORTH AUGUSTA. TO REACH THE DE2676'STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA DE2676'AVENUE) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) IN NORTH AUGUSTA, GO DE2676'NORTHEAST ON HIGHWAY 25 BUSINESS FOR 0.4 MILE (0.6 KM) TO THE JUNCTION DE2676'OF STATE ROAD 290 (SIDEREAL AVENUE) , TURN LEFT ON ROAD 290 FOR 0.1 DE2676'MILE (0.2 KM) TO THE STATION ON THE RIGHT INSIDE A CHAIN LINK AND DE2676'BARBED WIRE FENCE SURROUNDING A WATER TANK. STATION IS A CONCRETE DE2676'POST RECESSED 0.3 FOOT, (9.1 CM) 27.0 FEET (8.2 M) EAST SOUTHEAST OF DE2676'THE NORTH CORNER OF A CHAIN LINK FENCE POST, 2.7 FEET (0.8 M) DE2676'NORTHWEST OF THE NORTH CORNER OF THE NORTHERN MOST TRANSFORMER BOX, DE2676'68.0 FEET (20.7 M) NORTHEAST OF THE WEST CORNER CHAIN LINK FENCE POST, DE2676'5.5 FEET (1.7 M) NORTHWEST OF THE CENTER OF THE CENTER STACK OF THE DE2676'WATER TANK, 78.0 FEET (23.8 M) NORTH OF REFERENCE MARK BUTLER 2 RM 2, DE2676'1.5 FEET (0.5 M) SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK. DE2676 DE2676 STATION RECOVERY (2003) DE2676 DE2676'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2676'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2388 *********************************************************************** DE2388 DESIGNATION - BUTLER 2 RM 4 DE2388 PID - DE2388 DE2388 STATE/COUNTY- SC/AIKEN DE2388 USGS QUAD - NORTH AUGUSTA (1980) DE2388 DE2388 *CURRENT SURVEY CONTROL DE2388 ___________________________________________________________________ DE2388* NAD 83(1986)- 33 30 26.51697(N) 081 57 45.56713(W) ADJUSTED DE2388* NAVD 88 - 144.23 (meters) 473.2 (feet) GPS OBS DE2388 ___________________________________________________________________ DE2388 LAPLACE CORR- -4.01 (seconds) DEFLEC99 DE2388 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2388 DE2388 HORZ ORDER - FIRST DE2388 DE2388.The North Carolina/South Carolina HARNS have been completed but, DE2388.due to contractual restrictions, coordinates for these stations DE2388.will NOT be published in the near future. In the interim, the DE2388.published coordinates in North and South Carolina will not be DE2388.consistent with the Continuously Operating Reference Stations DE2388.(CORS). The HARN coordinates for these stations are available DE2388.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2388.Lapine(803-896-7700). DE2388. DE2388.In addition, the published North and South Carolina positions DE2388.(NAD 83 (1986)) are NOT consistent with those determined in DE2388.adjacent state readjustments. The discontinuity between stations DE2388.located in North or South Carolina and those in adjacent states DE2388.which have been adjusted to the HARN may be as much as 5 DE2388.decimeters. This will result in a significant loss of accuracy DE2388.over lines crossing such state borders. DE2388 DE2388 DE2388.The horizontal coordinates were established by GPS observations DE2388.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2388 DE2388.The orthometric height was determined by GPS observations and a DE2388.high-resolution geoid model using precise GPS observation and DE2388.processing techniques. It supersedes the leveled height previously DE2388.determined for this station. DE2388 DE2388.The Laplace correction was computed from DEFLEC99 derived deflections. DE2388 DE2388.The geoid height was determined by GEOID99. DE2388 DE2388; North East Units Scale Converg. DE2388;SPC SC - 186,060.588 520,174.384 MT 0.99979763 -0 32 01.3 DE2388;SPC SC - 610,435.00 1,706,608.87 iFT 0.99979763 -0 32 01.3 DE2388;UTM 17 - 3,707,950.538 410,589.112 MT 0.99969856 -0 31 53.3 DE2388 DE2388 SUPERSEDED SURVEY CONTROL DE2388 DE2388 NAVD 88 (09/04/98) 144.228 (m) 473.19 (f) ADJUSTED 1 2 DE2388 NGVD 29 (07/19/86) 144.1 (m) 473. (f) VERT ANG DE2388 DE2388.Superseded values are not recommended for survey control. DE2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2388.See file dsdata.txt to determine how the superseded data were derived. DE2388 DE2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1058907951(NAD 83) DE2388_MARKER: DR = REFERENCE MARK DISK DE2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2388_STAMPING: BUTLER 2 NO 4 1980 DE2388_MARK LOGO: NGS DE2388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2388+STABILITY: SURFACE MOTION DE2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2388+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000 DE2388 DE2388 HISTORY - Date Condition Report By DE2388 HISTORY - 1980 MONUMENTED GADT DE2388 HISTORY - 19930920 GOOD SCGS DE2388 HISTORY - 20001211 GOOD SCGS DE2388 HISTORY - 20031007 MARK NOT FOUND USPSQD DE2388 DE2388 STATION DESCRIPTION DE2388 DE2388'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN) DE2388'THE STATION IS LOCATED IN NORTH AUGUSTA SOUTH CAROLINA ON THE DE2388'PROPERTY OF THE CITY OF NORTH AUGUSTA. DE2388' DE2388'TO REACH THE STATION FROM THE GEORGIA AVENUE POST OFFICE IN NORTH DE2388'AUGUSTA, GO WEST-SOUTHWEST ALONG U.S. HIGHWAY 25 BUSINESS DE2388'(GEORGIA AVENUE) FOR 0.08 KM (0.05 MI) TO POSEYS FUNERAL HOME ON DE2388'THE RIGHT AND THE STATION ON THE RIGHT. DE2388'THE STATION IS A STANDARD NGS DISK DE2388'STAMPED---BUTLER 2 NO 4 1980---, DE2388'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER DE2388'FLUSH WITH GROUND. IT IS LOCATED DE2388'0.46 METER (1.50 FT) WEST FROM THE WEST CURB OF GEORGIA AVENUE, DE2388'3.05 METERS (10.00 FT) EAST FROM THE EAST EDGE OF THE SIDEWALK, DE2388'27.43 METERS (90.00 FT) NORTH FROM THE CENTERLINE OF THE SOUTH DE2388'EXIT DRIVEWAY OF THE FUNERAL HOME, AND DE2388'10.60 METERS (34.80 FT) SOUTH-SOUTHEAST FROM A TELEPHONE CABLE DE2388'PEDESTAL. DE2388'MARK IS BELOW STATION 0.20 METERS. DE2388' DE2388'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP AIKEN DE2388'COUNTY SOUTH CAROLINA 1968. REVISED MARCH 1974. DE2388 DE2388 STATION RECOVERY (1993) DE2388 DE2388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE2388'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH NORTHEAST OF NORTH DE2388'AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2388'COLUMIBA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2388'JUNCTION OF U.S. HIGHWAY 25 BUSINESS (GEORGIA AVENUE) AND STATE DE2388'HIGHWAY 230 (MARTINTOWN ROAD WEST) IN NORTH AUGUSTA, GO NORTHEAST ON DE2388'HIGHWAY 25 FOR 0.4 MILE (0.6 KM) TO THE JUNCTION OF STATE ROAD 290 DE2388'(SIDEREAL AVENUE) AND THE STATION IN FRONT OF POSEY FUNERAL HOME IN DE2388'THE NORTHWEST ANGLE OF THE JUNCTION. STATION IS A CONCRETE POST DE2388'RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE HIGHWAY, 1.3 FEET (0.4 DE2388'M) WEST OF THE WEST EDGE OF THE CURB OF THE HIGHWAY, 88.0 FEET (26.8 DE2388'M) NORTH OF THE CENTER OF THE SOUTH ENTRANCE DRIVEWAY TO THE FUNERAL DE2388'HOME, 9.8 FEET (3.0 M) EAST OF THE EAST EDGE OF A SIDEWALK, 34.4 FEET DE2388'(10.5 M) SOUTH OF A TELEPHONE JUNCTION BOX F1405, 93.6 FEET (28.5 M) DE2388'SOUTHEAST OF THE FLAG POLE IN FRONT OF THE FUNERAL HOME, 58.4 FEET DE2388'(17.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK SIGN IN DE2388'FRONT OF THE FUNERAL HOME. NOTE-STATION PROBABLY IS INTERVISIBLE WITH DE2388'HORIZONTAL STATION BUTLER 2 WITH CLEARING OF SCRUB BRUSH. RECOVERED BY DE2388'T. HALL. DE2388 DE2388 STATION RECOVERY (2000) DE2388 DE2388'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2388'STATION IS LOCATED IN NORTH AUGUSTA, 14.5 MILES (23.3 KM) WEST DE2388'SOUTHWEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, DE2388'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE DE2388'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 25 BUSINESS (GEORGIA DE2388'AVENUE) AND STATE HIGHWAY 121, 1.0 MILES (1.6 KM) NORTH NORTHEAST OF DE2388'NORTH AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY 25 BUSINESS FOR 1.1 MILES DE2388'(1.8 KM) TO THE STATION ON THE RIGHT BETWEEN THE STREET AND SIDEWALK DE2388'IN FRONT OF THE POTEET FUNERAL HOME. STATION IS A CONCRETE POST FLUSH DE2388'WITH THE GROUND AND LEVEL WITH THE SIDEWALK, 32.0 FEET (9.8 M) WEST OF DE2388'THE CENTER OF THE HIGHWAY, 9.9 FEET (3.0 M) EAST OF THE EAST EDGE OF A DE2388'SIDEWALK, 35.2 FEET (10.7 M) SOUTH OF A TELEPHONE JUNCTION BOX F1405, DE2388'88.3 FEET (26.9 M) NORTH OF THE CENTER OF THE SOUTHERN ENTRANCE TO THE DE2388'POTEET FUNERAL HOME, 93.5 FEET (28.5 M) SOUTHEAST OF A FLAGPOLE IN DE2388'FRONT OF THE FUNERAL HOME, 49.0 FEET (14.9 M) EAST OF A 1.8-FOOT PINE DE2388'TREE WITH A SCGS REFERENCE WASHER ATTACHED. RECOVERED BY R.P. DE2388'MCKEOWN. DE2388 DE2388 STATION RECOVERY (2003) DE2388 DE2388'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2388'THE TELEPHONE JACK F1405 AND 1.8 FT PINE TREE ARE NO LONGER THERE. IT DE2388'IS POSSIBLE THE FRONT HAS BEEN RELANDSCAPED SINCE 2000. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE8569 *********************************************************************** DE8569 DESIGNATION - EIDSON DE8569 PID - DE8569 DE8569 STATE/COUNTY- SC/AIKEN DE8569 USGS QUAD - GRANITEVILLE (1980) DE8569 DE8569 *CURRENT SURVEY CONTROL DE8569 ___________________________________________________________________ DE8569* NAD 83(1986)- 33 36 21.64669(N) 081 50 35.78492(W) ADJUSTED DE8569* NAVD 88 - 142.12 (meters) 466.3 (feet) GPS OBS DE8569 ___________________________________________________________________ DE8569 LAPLACE CORR- -3.62 (seconds) DEFLEC99 DE8569 GEOID HEIGHT- -30.23 (meters) GEOID99 DE8569 DE8569 HORZ ORDER - FIRST DE8569 DE8569.The North Carolina/South Carolina HARNS have been completed but, DE8569.due to contractual restrictions, coordinates for these stations DE8569.will NOT be published in the near future. In the interim, the DE8569.published coordinates in North and South Carolina will not be DE8569.consistent with the Continuously Operating Reference Stations DE8569.(CORS). The HARN coordinates for these stations are available DE8569.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE8569.Lapine(803-896-7700). DE8569. DE8569.In addition, the published North and South Carolina positions DE8569.(NAD 83 (1986)) are NOT consistent with those determined in DE8569.adjacent state readjustments. The discontinuity between stations DE8569.located in North or South Carolina and those in adjacent states DE8569.which have been adjusted to the HARN may be as much as 5 DE8569.decimeters. This will result in a significant loss of accuracy DE8569.over lines crossing such state borders. DE8569 DE8569 DE8569.The horizontal coordinates were established by GPS observations DE8569.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE8569 DE8569.The orthometric height was determined by GPS observations and a DE8569.high-resolution geoid model using precise GPS observation and DE8569.processing techniques. DE8569 DE8569.The Laplace correction was computed from DEFLEC99 derived deflections. DE8569 DE8569.The geoid height was determined by GEOID99. DE8569 DE8569; North East Units Scale Converg. DE8569;SPC SC - 196,902.481 531,353.494 MT 0.99979426 -0 28 03.0 DE8569;SPC SC - 646,005.52 1,743,285.74 iFT 0.99979426 -0 28 03.0 DE8569;UTM 17 - 3,718,791.535 421,766.726 MT 0.99967545 -0 28 00.3 DE8569 DE8569 SUPERSEDED SURVEY CONTROL DE8569 DE8569.No superseded survey control is available for this station. DE8569 DE8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2176718792(NAD 83) DE8569_MARKER: DD = SURVEY DISK DE8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8569_STAMPING: EIDSON 2001 DE8569_MARK LOGO: SCGS DE8569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8569+STABILITY: SURFACE MOTION DE8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8569+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE8569 DE8569 HISTORY - Date Condition Report By DE8569 HISTORY - 2001 MONUMENTED SCGS DE8569 HISTORY - 20030929 GOOD USPSQD DE8569 DE8569 STATION DESCRIPTION DE8569 DE8569'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE8569'STATION IS LOCATED NEAR A POWER POLE AT THE SOUTHEAST CORNER OF THE DE8569'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 11) AND STATE ROAD 144 DE8569'(BETTIS ACADEMY ROAD) . OWNERSHIP--SCDOT, DIRECTOR OF DE8569'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE8569'803-737-1350. STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) DE8569'AND 3.5 FEET (1.1 M) BELOW ROAD 144, 84.4 FEET (25.7 M) NORTHWEST OF A DE8569'1.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 4.5 FEET DE8569'(1.4 M) SOUTH OF THE POWER POLE NUMBER 451292, 25.5 FEET (7.8 M) DE8569'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE WINGWALL AT THE DE8569'SOUTHEAST CORNER OF THE OVERPASS BRIDGE, 24.1 FEET (7.3 M) NORTHEAST DE8569'OF A WOODEN GUARD RAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, DE8569'41.7 FEET (12.7 M) EAST OF THE CENTER OF ROAD 144, 172.3 FEET (52.5 M) DE8569'NORTH NORTHWEST OF A 4-FOOT HIGH PLASTIC FIBER OPTIC CABLE WARNING DE8569'POST, 4.2 FEET (1.3 M) SOUTH OF A WITNESS POST. NOTE-STATION IS DE8569'INTERVISIBLE WITH SURVEY STATION TOXO. DESCRIBED BY T. HALL. DE8569 DE8569 STATION RECOVERY (2003) DE8569 DE8569'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE8569'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1014 *********************************************************************** DE1014 DESIGNATION - J 49 DE1014 PID - DE1014 DE1014 STATE/COUNTY- SC/AIKEN DE1014 USGS QUAD - GRANITEVILLE (1980) DE1014 DE1014 *CURRENT SURVEY CONTROL DE1014 ___________________________________________________________________ DE1014* NAD 83(1986)- 33 31 04. (N) 081 50 51. (W) SCALED DE1014* NAVD 88 - 51.507 (meters) 168.99 (feet) ADJUSTED DE1014 ___________________________________________________________________ DE1014 GEOID HEIGHT- -30.36 (meters) GEOID99 DE1014 DYNAMIC HT - 51.452 (meters) 168.81 (feet) COMP DE1014 MODELED GRAV- 979,557.3 (mgal) NAVD 88 DE1014 DE1014 VERT ORDER - FIRST CLASS II DE1014 DE1014.The horizontal coordinates were scaled from a topographic map and have DE1014.an estimated accuracy of +/- 6 seconds. DE1014 DE1014.The orthometric height was determined by differential leveling DE1014.and adjusted by the National Geodetic Survey in June 1991. DE1014 DE1014.The geoid height was determined by GEOID99. DE1014 DE1014.The dynamic height is computed by dividing the NAVD 88 DE1014.geopotential number by the normal gravity value computed on the DE1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1014.degrees latitude (g = 980.6199 gals.). DE1014 DE1014.The modeled gravity was interpolated from observed gravity values. DE1014 DE1014; North East Units Estimated Accuracy DE1014;SPC SC - 187,120. 530,880. MT (+/- 180 meters Scaled) DE1014 DE1014 SUPERSEDED SURVEY CONTROL DE1014 DE1014 NGVD 29 (??/??/92) 51.734 (m) 169.73 (f) ADJ UNCH 1 2 DE1014 DE1014.Superseded values are not recommended for survey control. DE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1014.See file dsdata.txt to determine how the superseded data were derived. DE1014 DE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT212090(NAD 83) DE1014_MARKER: DB = BENCH MARK DISK DE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1014_STAMPING: J 49 1960 DE1014_MARK LOGO: CGS DE1014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1014+STABILITY: SURFACE MOTION DE1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1014+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE1014 DE1014 HISTORY - Date Condition Report By DE1014 HISTORY - 1960 MONUMENTED CGS DE1014 HISTORY - 1979 GOOD NGS DE1014 HISTORY - 19920914 GOOD SCGS DE1014 HISTORY - 20001206 GOOD SCGS DE1014 HISTORY - 20031001 GOOD USPSQD DE1014 DE1014 STATION DESCRIPTION DE1014 DE1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1014'1.6 MI NE FROM BATH. DE1014'ABOUT 1.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE DE1014'STATION AT BATH, AT LANGLEY, 0.5 MILE SOUTHWEST OF MILE POST 66, DE1014'0.1 MILE SOUTHWEST OF THE STATION AT LANGLEY, AT A BLACK TOP ROAD DE1014'CROSSING, 24 FEET NORTHWEST OF NORTHWEST RAIL, 24 FEET NORTHEAST DE1014'OF CENTER LINE OF A BLACK TOP ROAD, 2 FEET SOUTHWEST OF A STEEL DE1014'FENCE CORNER POST, 10 FEET NORTH OF NORTHEAST END OF A 15-INCH DE1014'PIPE CULVERT UNDER ROAD, 1.0 FOOT WEST OF A STEEL WITNESS POST, DE1014'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A DE1014'CONCRETE POST PROJECTING 2 INCHES. DE1014 DE1014 STATION RECOVERY (1979) DE1014 DE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1014'NOTE-MARK IS SET IN CONCRETE POST FLUSH WITH THE GROUND. DE1014 DE1014 STATION RECOVERY (1992) DE1014 DE1014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1014'STATION IS LOCATED 0.2 MILE (0.3 KM) NORTHEAST OF BURNETTOWN, 0.2 MILE DE1014'(0.3 KM) WEST OF LANGLEY. OWNERSHIP--RAILROAD RIGHT OF WAY. DE1014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE1014'ROAD) AND 126 (BELVEDERE ROAD) IN CLEARWATER, GO EAST NORTHEAST ON DE1014'HIGHWAY 421 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD DE1014'454 (CROSS OVER ROAD), TURN LEFT ON ROAD 454 FOR 0.05 MILE (0.08 KM) DE1014'TO THE JUNCTION OF STATE ROAD 257 (CARLINE ROAD), TURN RIGHT ON ROAD DE1014'257 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 454 (MINTER DE1014'AVENUE), TURN LEFT TO THE STATION NEAR A FENCE CORNER IN THE DE1014'NORTHEAST ANGLE OF A RAILROAD CROSSING. DE1014'STATION IS A CONCRETE POST RECESSED 0.4 FOOT (12.2 CM) AND 1.5 FEET DE1014'(0.5 M) BELOW THE TRACKS, 26.0 FEET (7.9 M) NORTHEAST OF THE CENTER DE1014'OF THE ROAD, 24.1 FEET (7.3 M) NORTH NORTHWEST OF THE NORTHWEST RAIL DE1014'OF THE TRACKS, 1.6 FEET (0.5 M) SOUTHWEST OF THE METAL FENCE CORNER DE1014'POST, 10.3 FEET (3.1 M) NORTH OF THE NORTHEAST END OF A 1.5-FOOT DE1014'CONCRETE PIPE CULVERT BENEATH THE ROAD, 1.1 FEET (0.3 M) WEST OF A DE1014'WITNESS POST. DE1014'RECOVERED BY T. HALL. DE1014 DE1014 STATION RECOVERY (2000) DE1014 DE1014'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1014'STATION IS LOCATED 6.8 MILES (10.9 KM) EAST OF NORTH AUGUSTA, 7.9. DE1014'MILES (12.7 KM) WEST SOUTHWEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR DE1014'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1014'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE1014'HIGHWAYS 421 (AUGUSTA ROAD) AND 126 (BELVEDERE ROAD) IN CLEARWATER, DE1014'4.3 MILES (6.9 KM) EAST OF NORTH AUGUSTA, GO EAST NORTHEAST ON HIGHWAY DE1014'421 FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF STATE ROAD 399 (GRAY DE1014'STREET) , CONTINUE ON HIGHWAY 421 FOR 0.05 MILE (0.08 KM) TO THE DE1014'JUNCTION OF OLD DEPOT STREET, TURN LEFT ON OLD DEPOT STREET FOR 0.05 DE1014'MILE (0.08 KM) TO A PAVED ROAD RIGHT LEADING AIR PRODUCTS PLANT AND A DE1014'PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD FOR 0.1 MILE (0.2 KM) TO DE1014'THE JUNCTION OF STATE ROAD 613 (MINTER STREET) , TURN RIGHT ON ROAD DE1014'613 FOR 0.05 MILE (0.08 KM) CROSSING OVER RAILROAD TRACKS TO THE DE1014'STATION ON THE RIGHT NEAR A FENCE LINE. STATION IS A CONCRETE POST DE1014'RECESSED 0.5 FOOT (15.2 CM) AND 1.5 FEET (0.5 M) BELOW THE RAILROAD DE1014'TRACKS, 3.9 FEET (1.2 M) NORTHWEST OF A BURIED CABLE FIBER OPTIC CABLE DE1014'POST, 25.9 FEET (7.9 M) EAST NORTHEAST OF THE CENTER OF MINTER ROAD, DE1014'24.2 FEET (7.4 M) NORTHWEST OF THE NORTH RAIL OF THE TRACKS, 1.8 FEET DE1014'(0.5 M) SOUTH SOUTHWEST OF THE CORNER OF A FENCE LINE, 10.3 FEET (3.1 DE1014'M) NORTH OF THE EAST END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH DE1014'MINTER ROAD, 0.8 FOOT (24.4 CM) SOUTH SOUTHEAST OF A WITNESS POST, 1.2 DE1014'FEET (0.4 M) WEST OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE1014 DE1014 STATION RECOVERY (2003) DE1014 DE1014'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1014'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1016 *********************************************************************** DE1016 DESIGNATION - K 49 DE1016 PID - DE1016 DE1016 STATE/COUNTY- SC/AIKEN DE1016 USGS QUAD - GRANITEVILLE (1980) DE1016 DE1016 *CURRENT SURVEY CONTROL DE1016 ___________________________________________________________________ DE1016* NAD 83(1986)- 33 31 16. (N) 081 50 27. (W) SCALED DE1016* NAVD 88 - 54.822 (meters) 179.86 (feet) ADJUSTED DE1016 ___________________________________________________________________ DE1016 GEOID HEIGHT- -30.37 (meters) GEOID99 DE1016 DYNAMIC HT - 54.763 (meters) 179.67 (feet) COMP DE1016 MODELED GRAV- 979,557.3 (mgal) NAVD 88 DE1016 DE1016 VERT ORDER - FIRST CLASS II DE1016 DE1016.The horizontal coordinates were scaled from a topographic map and have DE1016.an estimated accuracy of +/- 6 seconds. DE1016 DE1016.The orthometric height was determined by differential leveling DE1016.and adjusted by the National Geodetic Survey in June 1991. DE1016.WARNING-Repeat measurements at this control monument indicate possible DE1016.vertical movement. DE1016 DE1016.The geoid height was determined by GEOID99. DE1016 DE1016.The dynamic height is computed by dividing the NAVD 88 DE1016.geopotential number by the normal gravity value computed on the DE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1016.degrees latitude (g = 980.6199 gals.). DE1016 DE1016.The modeled gravity was interpolated from observed gravity values. DE1016 DE1016; North East Units Estimated Accuracy DE1016;SPC SC - 187,490. 531,500. MT (+/- 180 meters Scaled) DE1016 DE1016 SUPERSEDED SURVEY CONTROL DE1016 DE1016 NGVD 29 (??/??/92) 55.055 (m) 180.63 (f) ADJ UNCH 1 2 DE1016 DE1016.Superseded values are not recommended for survey control. DE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1016.See file dsdata.txt to determine how the superseded data were derived. DE1016 DE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT219093(NAD 83) DE1016_MARKER: DB = BENCH MARK DISK DE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1016_STAMPING: K 49 1960 DE1016_MARK LOGO: CGS DE1016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1016+STABILITY: SURFACE MOTION DE1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1016+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000 DE1016 DE1016 HISTORY - Date Condition Report By DE1016 HISTORY - 1960 MONUMENTED CGS DE1016 HISTORY - 1979 GOOD NGS DE1016 HISTORY - 19920914 GOOD SCGS DE1016 HISTORY - 20001206 GOOD SCGS DE1016 HISTORY - 20031001 MARK NOT FOUND USPSQD DE1016 DE1016 STATION DESCRIPTION DE1016 DE1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1016'2 MI NE FROM BATH. DE1016'ABOUT 2.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE DE1016'STATION AT BATH, 0.35 MILE NORTHEAST OF THE STATION AT LANGLEY, DE1016'115 FEET WEST-NORTHWEST OF MILE POST 66, 126 FEET NORTHWEST DE1016'OF NORTHWEST RAIL, 14 1/2 FEET NORTHWEST OF CENTER LINE OF A DE1016'TRAIL ALONG TOP OF LEVEE ALONG A LAKE SHORE, 6 FEET SOUTHWEST OF DE1016'A 14-INCH WILD CHERRY TREE, 1 FOOT ABOVE LEVEL OF TRAIL, 2 FEET DE1016'EAST-SOUTHEAST OF A STEEL WITNESS POST, ABOUT 4 FEET ABOVE DE1016'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING DE1016'3 INCHES. NOTE-- MARK IS ABOUT 2.75 MILES SOUTHWEST ALONG THE DE1016'SOUTHERN RAILWAY FROM THE STATION AT WARRENVILLE, AIKEN COUNTY. DE1016 DE1016 STATION RECOVERY (1979) DE1016 DE1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1016'THE 14-INCH CHERRY TREE IS NOW 18-INCHES WITH A TRIANGLE BLAZE. DE1016 DE1016 STATION RECOVERY (1992) DE1016 DE1016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1016'STATION IS LOCATED 0.9 MILE (1.4 KM) NORTHEAST OF BURNETTOWN, 0.3 MILE DE1016'(0.5 KM) NORTHEAST OF LANGLEY. OWNERSHIP--UNKNOWN. DE1016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE1016'ROAD) AND 126 (BELVEDERE ROAD) IN CLEARWATER, GO EAST NORTHEAST ON DE1016'HIGHWAY 421 FOR 2.95 MILES (4.75 KM) TO THE JUNCTION OF STATE ROAD DE1016'454 (CROSS OVER ROAD), TURN LEFT ON ROAD 454 FOR 0.05 MILE (0.08 KM) DE1016'TO THE JUNCTION OF STATE ROAD 257 (CARLINE ROAD), TURN RIGHT ON ROAD DE1016'257 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF STATE ROAD 454 (MINTER DE1016'AVENUE), CONTINUE ON ROAD 257 FOR 0.15 MILE (0.24 KM) TO THE END OF DE1016'THE ROAD AT THE AIR PRODUCTS VALCHEM LANGLEY PLANT, PROCEED BY FOO DE1016'FOR 0.05 MILE (0.08 KM) TO A BRICK BUILDING PAINTED WHITE AND A FENCE DE1016'LINE ON THE NORTHEAST SIDE OF THE BUILDING, TURN LEFT AT THE FENCE DE1016'LINE BEARING NORTH TO A SPILLWAY DAM AND A FOOT PATH ON THE SOUTH DE1016'SIDE OF THE LANGLEY POND, WALK NORTHEAST ON THE FOOT PATH FOR 0.2 DE1016'MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A CHERRY TREE. DE1016'STATION IS A CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM) AND LEVEL WITH DE1016'THE FOOT PATH, ABOUT 130.0 FEET (39.6 M) NORTHWEST OF THE NORTHWEST DE1016'RAIL OF A SET OF RAILROAD TRACKS, 17.5 FEET (5.3 M) NORTH NORTHWEST DE1016'OF THE CENTER OF THE PATH, 5.7 FEET (1.7 M) WEST SOUTHWEST OF A DE1016'1.4-FOOT BLAZED CHERRY TREE, 4.0 FEET (1.2 M) NORTH OF A 0.8-FOOT PIN DE1016'OAK TREE, 27.0 FEET (8.2 M) SOUTH SOUTHEAST OF THE WATERS EDGE, 1.3 DE1016'FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS POST. DE1016'RECOVERED BY T. HALL. DE1016 DE1016 STATION RECOVERY (2000) DE1016 DE1016'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1016'STATION IS LOCATED 7.4 MILES (11.9 KM) WEST SOUTHWEST OF AIKEN, 7.3 DE1016'MILES (11.7 KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--AIKEN DE1016'COUNTY PARKS AND RECREATION, BRIAN SANDERS, DIRECTOR, 828 RICHLAND DE1016'AVENUE WEST, AIKEN, SC 29801, PHONE 803-642-7557. TO REACH THE DE1016'STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA ROAD) AND 126 DE1016'(BELVEDERE ROAD) IN CLEARWATER, 4.3 MILES (6.9 KM) EAST OF NORTH DE1016'AUGUSTA, GO EAST NORTHEAST ON HIGHWAY 421 FOR 3.1 MILES (5.0 KM) TO DE1016'THE JUNCTION OF STATE ROAD 399 (GRAY STREET) , CONTINUE ON HIGHWAY 421 DE1016'FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF OLD DEPOT STREET, TURN LEFT DE1016'ON OLD DEPOT STREET FOR 0.05 MILE (0.08 KM) TO A PAVED ROAD RIGHT DE1016'LEADING TO AIR PRODUCTS PLANT AND A PAVED ROAD LEFT, TURN RIGHT ON THE DE1016'PAVED ROAD FOR 0.05 MILE (0.08 KM) TO A BEND LEFT AND A RAILROAD DE1016'CROSSING AND END OF TRUCK TRAVEL, PROCEED BY FOOT EAST NORTHEAST FOR DE1016'0.05 MILE (0.08 KM) TO A WHITE BRICK BUILDING, THEN PROCEED NORTH DE1016'NORTHWEST ALONG A FOOTPATH ON THE NORTHEAST SIDE OF THE BUILDING TO A DE1016'SPILLWAY DAM AND A FOOT PATH ON THE SOUTH SIDE OF LANGLEY POND, DE1016'CONTINUE NORTHEAST ON FOOT PATH FOR 0.2 MILE (0.3 KM) TO THE STATION DE1016'ON THE LEFT. STATION IS A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) DE1016'AND LEVEL WITH THE FOOT PATH, 18.0 FEET (5.5 M) NORTH NORTHWEST OF THE DE1016'CENTER OF THE FOOT PATH, 4.4 FEET (1.3 M) NORTH NORTHEAST OF A DE1016'1.1-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 9.3 FEET (2.8 DE1016'M) WEST SOUTHWEST OF A 1.2-FOOT OAK TREE WITH A SCGS REFERENCE WASHER DE1016'ATTACHED, 1.4 FEET (0.4 M) SOUTH SOUTHEAST OF A WITNESS POST. DE1016'RECOVERED BY M.J. UGGIANO. DE1016 DE1016 STATION RECOVERY (2003) DE1016 DE1016'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1016'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1412 *********************************************************************** DE1412 DESIGNATION - L 137 DE1412 PID - DE1412 DE1412 STATE/COUNTY- SC/AIKEN DE1412 USGS QUAD - GRANITEVILLE (1980) DE1412 DE1412 *CURRENT SURVEY CONTROL DE1412 ___________________________________________________________________ DE1412* NAD 83(1986)- 33 37 25. (N) 081 47 34. (W) SCALED DE1412* NAVD 88 - 131.798 (meters) 432.41 (feet) ADJUSTED DE1412 ___________________________________________________________________ DE1412 GEOID HEIGHT- -30.32 (meters) GEOID99 DE1412 DYNAMIC HT - 131.657 (meters) 431.94 (feet) COMP DE1412 MODELED GRAV- 979,567.0 (mgal) NAVD 88 DE1412 OBS GRAVITY - 979,567.0 (mgal) GRAV_OBS DE1412 DE1412 VERT ORDER - FIRST CLASS II DE1412 DE1412.The horizontal coordinates were scaled from a topographic map and have DE1412.an estimated accuracy of +/- 6 seconds. DE1412 DE1412.The orthometric height was determined by differential leveling DE1412.and adjusted by the National Geodetic Survey in June 1991. DE1412 DE1412.The geoid height was determined by GEOID99. DE1412 DE1412.The dynamic height is computed by dividing the NAVD 88 DE1412.geopotential number by the normal gravity value computed on the DE1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1412.degrees latitude (g = 980.6199 gals.). DE1412 DE1412.The modeled gravity was interpolated from observed gravity values. DE1412.The observed gravity was obtained from relative gravimeter ties DE1412.to the IGSN71 gravity network. DE1412 DE1412; North East Units Estimated Accuracy DE1412;SPC SC - 198,820. 536,050. MT (+/- 180 meters Scaled) DE1412 DE1412 SUPERSEDED SURVEY CONTROL DE1412 DE1412.No superseded survey control is available for this station. DE1412 DE1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT264207(NAD 83) DE1412_MARKER: DV = VERTICAL CONTROL DISK DE1412_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) DE1412_STAMPING: L 137 1979 DE1412_MARK LOGO: NGS DE1412_PROJECTION: FLUSH DE1412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1412+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE1412_ROD/PIPE-DEPTH: 12.2 meters DE1412 DE1412 HISTORY - Date Condition Report By DE1412 HISTORY - 1979 MONUMENTED NGS DE1412 HISTORY - 19920915 GOOD SCGS DE1412 HISTORY - 20001218 GOOD SCGS DE1412 HISTORY - 20030929 GOOD USPSQD DE1412 DE1412 STATION DESCRIPTION DE1412 DE1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DE1412'0.9 MI NE FROM VAUCLUSE. DE1412'THE MARK IS 4 FT BELOW HIGHWAY. DE1412'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 191 FROM THE CROSSING OF DE1412'THE SOUTHERN RAILWAY A VAUCLUSE, AT THE NORTH CORNER OF THE T-JUNCTION DE1412'OF A DRIVE LEADING NORTHWEST TO A BRICK HOUSE, 33.1 FT.NORTHWEST DE1412'OF THE CENTERLINE OF THE HIGHWAY, 249.0 FT. EAST OF THE EAST CORNER DE1412'OF THE HOUSE, 30.7 FT. SOUTHWEST OF A 19-INCH TREE, 11.0 FT. NORTHEAST DE1412'OF THE CENTERLINE OF THE DRIVE, 2.2 FT. NORTHWEST OF POWER POLE DE1412'219692. THE DISK IS 2 INCHES BELOW GROUND, ACCESS IS HAD THROUGH A DE1412'4-INCH PLASTIC SCREW PLUG. DE1412'THE MARK IS 2 FT SW FROM A WITNESS POST. DE1412 DE1412 STATION RECOVERY (1992) DE1412 DE1412'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1412'STATION IS LOCATED 1.05 MILES (1.69 KM) NORTHEAST OF VAUCLUSE. DE1412'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE1412'COLUMBIA, SC 29202, PHONE 803-737-1350. DE1412'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND DE1412'STATE HIGHWAY 191, 1.95 MILES (3.14 KM) NORTHEAST OF VAULCLUSE, GO DE1412'SOUTHWEST ON HIGHWAY 191 FOR 0.95 MILE (1.53 KM) TO THE STATION NEAR DE1412'A POWER POLE IN THE NORTH ANGLE OF A DRIVEWAY RIGHT LEADING TO A DE1412'BRICK HOUSE. DE1412'STATION IS A DISK ATTACHED TO A GALVANIZED STEEL ROD FLUSH WITH THE DE1412'GROUND AND 3.5 FEET (1.1 M) BELOW THE HIGHWAY, 32.8 FEET (10.0 M) DE1412'NORTHWEST OF THE CENTER OF THE HIGHWAY, 10.3 FEET (3.1 M) NORTHEAST OF DE1412'THE CENTER OF THE DRIVEWAY, 2.4 FEET (0.7 M) NORTHWEST OF THE POWER DE1412'POLE NUMBER 219692, 9.5 FEET (2.9 M) NORTHWEST OF A WITNESS POST. DE1412'RECOVERED BY T. HALL. DE1412 DE1412 STATION RECOVERY (2000) DE1412 DE1412'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1412'STATION IS LOCATED 6.05 MILES (9.74 KM) NORTHEAST OF NORTH AUGUSTA. DE1412'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE1412'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE1412'SOUTH JUNCTION OF STATE HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD DE1412'GRANITEVILLE HIGHWAY) AND STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH DE1412'NORTHWEST OF AIKEN, GO SOUTH ON HIGHWAY 191 FOR 3.0 MILES (4.8 KM) TO DE1412'THE STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A DE1412'DRIVEWAY LEADING TO A BRICK HOUSE NUMBER 719. STATION IS A DISK DE1412'ATTACHED TO A GALVANIZED ROD MARK FLUSH WITH THE GROUND AND 3.5 FEET DE1412'(1.1 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2.4 FEET (0.7 M) DE1412'NORTH NORTHWEST OF THE POWER POLE NUMBER 219692 WITH TWO GUY WIRES, DE1412'5.0 FEET (1.5 M) SOUTH SOUTHWEST OF 6-FOOT HIGH WOODEN POLE WITH A DE1412'METER AND A METAL BOX WITH POWER GUARD SIGN ATTACHED, 24.6 FEET (7.5 DE1412'M) NORTHEAST OF THE EAST CORNER OF A CHAIN LINK FENCE, 11.5 FEET (3.5 DE1412'M) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 1.0 FOOT (0.3 M) EAST OF A DE1412'WITNESS POST. RECOVERED BY M.J. UGGIANO. DE1412 DE1412 STATION RECOVERY (2003) DE1412 DE1412'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1412'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1012 *********************************************************************** DE1012 DESIGNATION - M 22 DE1012 PID - DE1012 DE1012 STATE/COUNTY- SC/AIKEN DE1012 USGS QUAD - GRANITEVILLE (1980) DE1012 DE1012 *CURRENT SURVEY CONTROL DE1012 ___________________________________________________________________ DE1012* NAD 83(1986)- 33 30 18. (N) 081 52 14. (W) SCALED DE1012* NAVD 88 - 48.948 (meters) 160.59 (feet) ADJUSTED DE1012 ___________________________________________________________________ DE1012 GEOID HEIGHT- -30.32 (meters) GEOID99 DE1012 DYNAMIC HT - 48.896 (meters) 160.42 (feet) COMP DE1012 MODELED GRAV- 979,560.8 (mgal) NAVD 88 DE1012 DE1012 VERT ORDER - FIRST CLASS II DE1012 DE1012.The horizontal coordinates were scaled from a topographic map and have DE1012.an estimated accuracy of +/- 6 seconds. DE1012 DE1012.The orthometric height was determined by differential leveling DE1012.and adjusted by the National Geodetic Survey in June 1991. DE1012.WARNING-Repeat measurements at this control monument indicate possible DE1012.vertical movement. DE1012 DE1012.The geoid height was determined by GEOID99. DE1012 DE1012.The dynamic height is computed by dividing the NAVD 88 DE1012.geopotential number by the normal gravity value computed on the DE1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1012.degrees latitude (g = 980.6199 gals.). DE1012 DE1012.The modeled gravity was interpolated from observed gravity values. DE1012 DE1012; North East Units Estimated Accuracy DE1012;SPC SC - 185,720. 528,730. MT (+/- 180 meters Scaled) DE1012 DE1012 SUPERSEDED SURVEY CONTROL DE1012 DE1012 NGVD 29 (??/??/92) 49.176 (m) 161.34 (f) ADJ UNCH 1 2 DE1012 DE1012.Superseded values are not recommended for survey control. DE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1012.See file dsdata.txt to determine how the superseded data were derived. DE1012 DE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT191076(NAD 83) DE1012_MARKER: DD = SURVEY DISK DE1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1012_STAMPING: M 22 DE1012_MARK LOGO: LOCSUR DE1012_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1012+STABILITY: SURFACE MOTION DE1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1012+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DE1012 DE1012 HISTORY - Date Condition Report By DE1012 HISTORY - UNK MONUMENTED LOCENG DE1012 HISTORY - 1960 GOOD NGS DE1012 HISTORY - 1979 GOOD NGS DE1012 HISTORY - 20001205 GOOD SCGS DE1012 HISTORY - 20031001 GOOD USPSQD DE1012 DE1012 STATION DESCRIPTION DE1012 DE1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DE1012'AT BATH. DE1012'AT BATH, ALONG THE SOUTHERN RAILWAY, 93 YARDS SOUTHWEST OF DE1012'MILE POST 68, 108 FEET EAST AND ACROSS STREET AND A SIDE TRACK DE1012'FROM THE EAST CORNER OF THE STATION, 91 FEET SOUTHEAST OF DE1012'SOUTHEAST RAIL OF MAIN TRACK, 11 1/2 FEET SOUTH OF A POWER POLE DE1012'NO. 291, 27 FEET WEST-SOUTHWEST OF SOUTH PORCH CORNER OF A HOUSE, DE1012'8 FEET NORTHEAST OF NORTHEAST CURB LINE OF A STREET CROSSING DE1012'THE RAILROAD TRACK, 1.8 FEET NORTHEAST OF NORTHEAST EDGE OF DE1012'CONCRETE SIDE WALK, ABOUT LEVEL WITH TRACK AND IS A BRONZE DISK DE1012'SET IN THE TOP OF THE NORTHEAST HALF OF A CONCRETE POST PROJECTING DE1012'4 INCHES. DE1012 DE1012 STATION RECOVERY (1979) DE1012 DE1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1012'NOTE-MARK IS LOCATED AT THE NORTHWEST END OF A CHAIN LINK FENCE AND DE1012'0.5 FT. SOUTH OF WITNESS POST. DE1012 DE1012 STATION RECOVERY (2000) DE1012 DE1012'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1012'STATION IS LOCATED 6.3 MILES (10.1 KM) EAST SOUTHEAST OF NORTH DE1012'AUGUSTA, 9.5 MILES (15.3 KM) WEST SOUTHWEST OF AIKEN. DE1012'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE1012'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE1012'JUNCTION OF STATE HIGHWAYS 421 (FRED WEST SCOTT HIGHWAY, AUGUSTA ROAD) DE1012'AND 126 (BELVEDERE ROAD) , 2.5 MILES (4.0 KM) EAST NORTHEAST OF NORTH DE1012'AUGUSTA, GO EAST NORTHEAST ON HIGHWAY 421 FOR 1.4 MILES (2.3 KM) TO DE1012'THE JUNCTION OF STATE ROAD 2240 (BATH MILL STREET) , TURN LEFT ON ROAD DE1012'2240 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A CHAIN DE1012'LINK FENCE CORNER POST IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD DE1012'46 (RAILROAD STREET) . STATION IS A BRASS DISK IN THE SOUTHEAST DE1012'QUADRANT OF THE CONCRETE POST WITH A SMALLER BRASS PLUG SET IN THE DE1012'CENTER OF THE POST WITH A (X) CHISELED, CONCRETE POST IS PROJECTING DE1012'0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 21.6 FEET DE1012'(6.6 M) EAST NORTHEAST OF THE CENTER OF BATH MILL STREET, 23.9 FEET DE1012'(7.3 M) SOUTH SOUTHEAST OF THE CENTER OF RAILROAD STREET, 11.4 FEET DE1012'(3.5 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER 291 WITH A STREET DE1012'LIGHT, 26.2 FEET (8.0 M) WEST OF THE WEST CORNER OF A WOODEN HOUSE DE1012'NUMBER 182, 0.5 FOOT (15.2 CM) NORTHWEST OF THE FENCE CORNER POST, 0.5 DE1012'FOOT (15.2 CM) SOUTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK. DE1012 DE1012 STATION RECOVERY (2003) DE1012 DE1012'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1012'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1019 *********************************************************************** DE1019 DESIGNATION - M 49 DE1019 PID - DE1019 DE1019 STATE/COUNTY- SC/AIKEN DE1019 USGS QUAD - GRANITEVILLE (1980) DE1019 DE1019 *CURRENT SURVEY CONTROL DE1019 ___________________________________________________________________ DE1019* NAD 83(1986)- 33 32 31. (N) 081 49 04. (W) SCALED DE1019* NAVD 88 - 63.486 (meters) 208.29 (feet) ADJUSTED DE1019 ___________________________________________________________________ DE1019 GEOID HEIGHT- -30.40 (meters) GEOID99 DE1019 DYNAMIC HT - 63.417 (meters) 208.06 (feet) COMP DE1019 MODELED GRAV- 979,562.7 (mgal) NAVD 88 DE1019 DE1019 VERT ORDER - FIRST CLASS II DE1019 DE1019.The horizontal coordinates were scaled from a topographic map and have DE1019.an estimated accuracy of +/- 6 seconds. DE1019 DE1019.The orthometric height was determined by differential leveling DE1019.and adjusted by the National Geodetic Survey in June 1991. DE1019 DE1019.The geoid height was determined by GEOID99. DE1019 DE1019.The dynamic height is computed by dividing the NAVD 88 DE1019.geopotential number by the normal gravity value computed on the DE1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1019.degrees latitude (g = 980.6199 gals.). DE1019 DE1019.The modeled gravity was interpolated from observed gravity values. DE1019 DE1019; North East Units Estimated Accuracy DE1019;SPC SC - 189,780. 533,660. MT (+/- 180 meters Scaled) DE1019 DE1019 SUPERSEDED SURVEY CONTROL DE1019 DE1019 NGVD 29 (??/??/92) 63.710 (m) 209.02 (f) ADJ UNCH 1 2 DE1019 DE1019.Superseded values are not recommended for survey control. DE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1019.See file dsdata.txt to determine how the superseded data were derived. DE1019 DE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT240116(NAD 83) DE1019_MARKER: DB = BENCH MARK DISK DE1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1019_STAMPING: M 49 1960 DE1019_MARK LOGO: CGS DE1019_PROJECTION: FLUSH DE1019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1019+STABILITY: SURFACE MOTION DE1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1019+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE1019 DE1019 HISTORY - Date Condition Report By DE1019 HISTORY - 1960 MONUMENTED CGS DE1019 HISTORY - 1979 GOOD NGS DE1019 HISTORY - 19920914 GOOD SCGS DE1019 HISTORY - 20001205 GOOD SCGS DE1019 HISTORY - 20030929 GOOD USPSQD DE1019 DE1019 STATION DESCRIPTION DE1019 DE1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1019'0.8 MI SW FROM WARRENVILLE. DE1019'ABOUT 0.75 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE DE1019'STATION AT WARRENVILLE, 58 YARDS SOUTHWEST OF MILE POST 64, DE1019'AT A DIRT ROAD CROSSING, 57 1/2 FEET NORTHWEST OF NORTHWEST RAIL, DE1019'39 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 54 FEET WEST OF DE1019'CROSSING SIGN, 59 1/2 FEET WEST OF SOUTHWEST END OF A 15-INCH DE1019'PIPE CULVERT UNDER DIRT ROAD, 42 FEET SOUTHEAST OF POWER POLE DE1019'NO. 66130, 1.3 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 DE1019'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST DE1019'PROJECTING 2 INCHES. DE1019 DE1019 STATION RECOVERY (1979) DE1019 DE1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1019'0.75 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION DE1019'AT WARRENVILLE, AT A DIRT ROAD CROSSING, 57.5 FT. NORTHWEST DE1019'OF THE NORTHWEST RAIL, 43.5 FT. SOUTHWEST OF THE CENTERLINE DE1019'OF THE DIRT ROAD, 29.0 FT. SOUTHWEST OF THE SOUTHWEST END OF A DE1019'15-INCH PIPE CULVERT UNDER THE ROAD, 100 FT. WEST OF CROSSING DE1019'SIGN ON SOUTHEAST SIDE OF THE TRACKS, 115 FT. SOUTH OF CENTER DE1019'OF DOUBLE POWERLINE POLES, 1 FOOT NORTHWEST OF WITNESS POST. DE1019 DE1019 STATION RECOVERY (1992) DE1019 DE1019'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1019'STATION IS LOCATED 0.7 MILES (1.1 KM) SOUTHWEST OF WARRENVILLE, 1.3 DE1019'MILES (2.1 KM) NORTH NORTHEAST OF GLOVERVILLE. OWNERSHIP--SCDHPT, DE1019'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1019'803-737-1350. DE1019'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE1019'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE1019'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 0.7 MILE (1.1 KM) TO THE DE1019'JUNCTION OF STATE ROAD 2106 (LINE STREET), TURN RIGHT ON ROAD 2106 DE1019'FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE WEST ANGLE OF A DE1019'RAILROAD CROSSING. DE1019'STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT DE1019'(15.2 CM) BELOW THE TRACKS, 40.6 FEET (12.4 M) SOUTH SOUTHWEST OF THE DE1019'CENTER OF THE ROAD, 57.2 FEET (17.4 M) NORTHWEST OF THE NORTHWEST DE1019'RAIL OF THE TRACKS, 47.7 FEET (14.5 M) WEST OF THE SOUTHWEST END OF A DE1019'2.0-FOOT CONCRETE PIPE CULVERT BENEATH THE ROAD, 40.5 FEET (12.3 M) DE1019'WEST NORTHWEST OF A 4.0-FOOT TALL TELEPHONE JUNCTION BOX, 79.6 FEET DE1019'(24.3 M) SOUTHEAST OF A POWER POLE NUMBER 417811, 0.7 FOOT (21.3 CM) DE1019'NORTHWEST OF A WITNESS POST. DE1019'RECOVERED BY T. HALL. DE1019 DE1019 STATION RECOVERY (2000) DE1019 DE1019'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1019'STATION IS LOCATED 5.7 MILES (9.2 KM) WEST SOUTHWEST OF AIKEN, 8.9 DE1019'MILES (14.3 KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DE1019'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1019'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE1019'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE1019'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE1019'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 0.7 MILE (1.1 KM) TO THE DE1019'JUNCTION OF STATE ROAD 2106 (LINE STREET) , TURN RIGHT ON ROAD 2106 DE1019'FOR 0.05 MILE (0.08 KM) TO THE STATION IN THE WEST ANGLE OF A RAILROAD DE1019'CROSSING. STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND DE1019'LEVEL WITH LINE STREET, 39.7 FEET (12.1 M) SOUTH SOUTHWEST OF THE DE1019'CENTER OF ROAD 2106, 58.0 FEET (17.7 M) WEST NORTHWEST OF THE DE1019'NORTHWEST RAIL OF THE TRACKS, 34.5 FEET (10.5 M) NORTH NORTHEAST OF A DE1019'2.0-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 12.8 FEET DE1019'(3.9 M) SOUTH OF A 1.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER DE1019'ATTACHED, 0.7 FOOT (21.3 CM) WEST NORTHWEST OF A WITNESS POST. DE1019'RECOVERED BY M.J. UGGIANO. DE1019 DE1019 STATION RECOVERY (2003) DE1019 DE1019'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1019'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2391 *********************************************************************** DE2391 DESIGNATION - N AUGUSTA PINEHURST TANK DE2391 PID - DE2391 DE2391 STATE/COUNTY- SC/AIKEN DE2391 USGS QUAD - NORTH AUGUSTA (1980) DE2391 DE2391 *CURRENT SURVEY CONTROL DE2391 ___________________________________________________________________ DE2391* NAD 83(1986)- 33 31 41.88631(N) 081 58 20.44492(W) ADJUSTED DE2391* NAVD 88 - DE2391 ___________________________________________________________________ DE2391 LAPLACE CORR- -3.42 (seconds) DEFLEC99 DE2391 GEOID HEIGHT- -30.00 (meters) GEOID99 DE2391 DE2391 HORZ ORDER - THIRD DE2391 DE2391.The North Carolina/South Carolina HARNS have been completed but, DE2391.due to contractual restrictions, coordinates for these stations DE2391.will NOT be published in the near future. In the interim, the DE2391.published coordinates in North and South Carolina will not be DE2391.consistent with the Continuously Operating Reference Stations DE2391.(CORS). The HARN coordinates for these stations are available DE2391.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2391.Lapine(803-896-7700). DE2391. DE2391.In addition, the published North and South Carolina positions DE2391.(NAD 83 (1986)) are NOT consistent with those determined in DE2391.adjacent state readjustments. The discontinuity between stations DE2391.located in North or South Carolina and those in adjacent states DE2391.which have been adjusted to the HARN may be as much as 5 DE2391.decimeters. This will result in a significant loss of accuracy DE2391.over lines crossing such state borders. DE2391 DE2391 DE2391.The horizontal coordinates were established by classical geodetic methods DE2391.and adjusted by the National Geodetic Survey in July 1986. DE2391 DE2391 DE2391.The Laplace correction was computed from DEFLEC99 derived deflections. DE2391 DE2391.The geoid height was determined by GEOID99. DE2391 DE2391; North East Units Scale Converg. DE2391;SPC SC - 188,390.521 519,296.265 MT 0.99979667 -0 32 20.6 DE2391;SPC SC - 618,079.14 1,703,727.90 iFT 0.99979667 -0 32 20.6 DE2391;UTM 17 - 3,710,280.211 409,710.993 MT 0.99970050 -0 32 13.6 DE2391 DE2391 SUPERSEDED SURVEY CONTROL DE2391 DE2391 NAD 27 - 33 31 41.40187(N) 081 58 21.02933(W) AD( ) 3 DE2391 DE2391.Superseded values are not recommended for survey control. DE2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2391.See file dsdata.txt to determine how the superseded data were derived. DE2391 DE2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0971110280(NAD 83) DE2391_MARKER: 53 = ELEVATED TANK DE2391 DE2391 HISTORY - Date Condition Report By DE2391 HISTORY - 1980 FIRST OBSERVED GADT DE2391 HISTORY - 20001211 GOOD SCGS DE2391 HISTORY - 20031007 GOOD USPSQD DE2391 DE2391 STATION DESCRIPTION DE2391 DE2391'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN) DE2391'THE STATION, NORTH AUGUSTA PINEHURST TANK, IS THE APEX OF VENT DE2391'ATOP A 50 METER (150 FOOT) HIGH SILVER COLORED WATER TANK WITH A DE2391'DOME SHAPED TOP AND A HEMESPHERICAL BOTTOM, SUPPORTED BY DE2391'FIVE TUBULAR LEGS. DE2391'OWNERSHIP--CITY OF NORTH AUGUSTA, SOUTH CAROLIA. DE2391' DE2391'THE STATION IS LOCATED IN NORTH AUGUSTA ABOUT 30 METERS DE2391'(100 FT) EAST OF THE CENTERLINE OF COURTNEY DRIVE AND 25 METERS DE2391'(75 FT) SOUTH OF THE CENTERLINE OF WELLS ROAD. DE2391' DE2391'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 WITH DE2391'SOUTH CAROLINA STATE ROUTE 230 (MARTINTOWN ROAD) GO SOUTHEAST DE2391'ALONG MARTINTOWN ROAD FOR 2.2 KM (1.35 MI) TO THE JUNCTION DE2391'OF COURTNEY DRIVE TO THE LEFT. TURN LEFT GOING NORTHEASTERLY DE2391'ALONG COURTNEY DRIVE FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF WELLS DE2391'ROAD CROSSING AND THE STATION ON THE RIGHT. DE2391'OWNERSHIP--CITY OF NORTH AUGUSTA. DE2391 DE2391 STATION RECOVERY (2000) DE2391 DE2391'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2391'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHWEST OF NORTH DE2391'AUGUSTA, 14.7 MILES (23.7 KM) WEST OF AIKEN. OWNERSHIP--CITY OF NORTH DE2391'AUGUSTA, 400 EAST BUENA VISTA VENUE, NORTH AUGUSTA, SC 29841, PHONE DE2391'803-441-4325. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 DE2391'(EXIT 1) AND STATE HIGHWAY 230 (MARTINTOWN ROAD) , GO SOUTHEAST ON DE2391'HIGHWAY 230 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 506 DE2391'(COURTNEY DRIVE) , TURN LEFT ON ROAD 506 FOR 0.5 MILE (0.8 KM) TO THE DE2391'STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF WELLS ROAD. STATION IS DE2391'THE VENT ATOP WATER TANK. RECOVERED BY R.P. MCKEOWN. DE2391 DE2391 STATION RECOVERY (2003) DE2391 DE2391'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2391'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2383 *********************************************************************** DE2383 DESIGNATION - NORTH AUGUSTA BUTLER HSE CUP DE2383 PID - DE2383 DE2383 STATE/COUNTY- SC/AIKEN DE2383 USGS QUAD - NORTH AUGUSTA (1980) DE2383 DE2383 *CURRENT SURVEY CONTROL DE2383 ___________________________________________________________________ DE2383* NAD 83(1986)- 33 30 14.90265(N) 081 57 53.27871(W) ADJUSTED DE2383* NAVD 88 - DE2383 ___________________________________________________________________ DE2383 LAPLACE CORR- -4.00 (seconds) DEFLEC99 DE2383 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2383 DE2383 HORZ ORDER - THIRD DE2383 DE2383.The North Carolina/South Carolina HARNS have been completed but, DE2383.due to contractual restrictions, coordinates for these stations DE2383.will NOT be published in the near future. In the interim, the DE2383.published coordinates in North and South Carolina will not be DE2383.consistent with the Continuously Operating Reference Stations DE2383.(CORS). The HARN coordinates for these stations are available DE2383.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2383.Lapine(803-896-7700). DE2383. DE2383.In addition, the published North and South Carolina positions DE2383.(NAD 83 (1986)) are NOT consistent with those determined in DE2383.adjacent state readjustments. The discontinuity between stations DE2383.located in North or South Carolina and those in adjacent states DE2383.which have been adjusted to the HARN may be as much as 5 DE2383.decimeters. This will result in a significant loss of accuracy DE2383.over lines crossing such state borders. DE2383 DE2383 DE2383.The horizontal coordinates were established by classical geodetic methods DE2383.and adjusted by the National Geodetic Survey in July 1986. DE2383 DE2383 DE2383.The Laplace correction was computed from DEFLEC99 derived deflections. DE2383 DE2383.The geoid height was determined by GEOID99. DE2383 DE2383; North East Units Scale Converg. DE2383;SPC SC - 185,704.702 519,972.060 MT 0.99979779 -0 32 05.6 DE2383;SPC SC - 609,267.40 1,705,945.08 iFT 0.99979779 -0 32 05.6 DE2383;UTM 17 - 3,707,594.680 410,386.822 MT 0.99969900 -0 31 57.4 DE2383 DE2383 SUPERSEDED SURVEY CONTROL DE2383 DE2383 NAD 27 - 33 30 14.43000(N) 081 57 53.86000(W) AD( ) 3 DE2383 DE2383.Superseded values are not recommended for survey control. DE2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2383.See file dsdata.txt to determine how the superseded data were derived. DE2383 DE2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1038707595(NAD 83) DE2383_MARKER: 86 = CUPOLA DE2383 DE2383 HISTORY - Date Condition Report By DE2383 HISTORY - 1902 FIRST OBSERVED CGS DE2383 HISTORY - 1957 GOOD CGS DE2383 HISTORY - 20001211 GOOD SCGS DE2383 HISTORY - 20031007 GOOD USPSQD DE2383 DE2383 STATION DESCRIPTION DE2383 DE2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES) DE2383'THE STATION WAS RECOVERED IN GOOD CONDITION. MRS. C.E. BLANDENBURG, DE2383'GRAND DAUGHTER AND PRESENT OWNER-RESIDENT OF THE BUTLER HOUSE, DE2383'STATES THE HOUSE AND CUPOLA ARE ESSENTIALLY THE SAME AS WHEN BUILT DE2383'IN 1860. THE STATION WAS NOT DESCRIBED, A PRESENT DAY DESCRIPTION DE2383'FOLLOWS-- DE2383' DE2383'IN NORTH AUGUSTA, S.C., ON THE NORTH SIDE OF BUTLER AVE., BETWEEN DE2383'MARTINTOWN RD. AND GEORGIA AVE. STATION IS THE CENTER OF THE DE2383'CUPOLA ON THE TOP OF THE RED BRICK, TWO STORY BUILDING ON THE DE2383'PROPERTY OF DR. C.E. BLANDENBURG. DE2383 DE2383 STATION RECOVERY (2000) DE2383 DE2383'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2383'STATION IS LOCATED IN NORTH AUGUSTA, 14.7 MILES (23.7 KM) WEST DE2383'SOUTHWEST OF AIKEN. OWNERSHIP--MARTHA B. KEARNS, 111 BUTLER AVENUE, DE2383'NORTH AUGUSTA, SC 29841, PHONE 803-279-2806. TO REACH THE STATION DE2383'FROM THE JUNCTION OF U.S. HIGHWAYS 25, 25 BUSINESS (GEORGIA AVENUE) DE2383'AND STATE HIGHWAY 121, 1.0 MILE (1.6 KM) NORTH NORTHEAST OF NORTH DE2383'AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY 25 BUSINESS FOR 1.4 MILES (2.3 DE2383'KM) TO THE JUNCTION OF STATE ROAD 122 (BUTLER AVENUE) , TURN RIGHT ON DE2383'ROAD 122 FOR 0.05 MILE (0.08 KM) TO THE STATION ATOP A TWO STORY DE2383'WOODEN HOUSE NUMBER 111. STATION IS THE CUPOLA ATOP HOUSE NUMBER 111. DE2383'RECOVERED BY R.P. MCKEOWN. DE2383 DE2383 STATION RECOVERY (2003) DE2383 DE2383'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2390 *********************************************************************** DE2390 DESIGNATION - NORTH AUGUSTA SIDEREAL AVE TK DE2390 PID - DE2390 DE2390 STATE/COUNTY- SC/AIKEN DE2390 USGS QUAD - NORTH AUGUSTA (1980) DE2390 DE2390 *CURRENT SURVEY CONTROL DE2390 ___________________________________________________________________ DE2390* NAD 83(1986)- 33 30 26.11530(N) 081 57 50.41412(W) ADJUSTED DE2390* NAVD 88 - DE2390 ___________________________________________________________________ DE2390 LAPLACE CORR- -3.97 (seconds) DEFLEC99 DE2390 GEOID HEIGHT- -30.04 (meters) GEOID99 DE2390 DE2390 HORZ ORDER - THIRD DE2390 DE2390.The North Carolina/South Carolina HARNS have been completed but, DE2390.due to contractual restrictions, coordinates for these stations DE2390.will NOT be published in the near future. In the interim, the DE2390.published coordinates in North and South Carolina will not be DE2390.consistent with the Continuously Operating Reference Stations DE2390.(CORS). The HARN coordinates for these stations are available DE2390.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2390.Lapine(803-896-7700). DE2390. DE2390.In addition, the published North and South Carolina positions DE2390.(NAD 83 (1986)) are NOT consistent with those determined in DE2390.adjacent state readjustments. The discontinuity between stations DE2390.located in North or South Carolina and those in adjacent states DE2390.which have been adjusted to the HARN may be as much as 5 DE2390.decimeters. This will result in a significant loss of accuracy DE2390.over lines crossing such state borders. DE2390 DE2390 DE2390.The horizontal coordinates were established by classical geodetic methods DE2390.and adjusted by the National Geodetic Survey in July 1986. DE2390 DE2390 DE2390.The Laplace correction was computed from DEFLEC99 derived deflections. DE2390 DE2390.The geoid height was determined by GEOID99. DE2390 DE2390; North East Units Scale Converg. DE2390;SPC SC - 186,049.382 520,049.200 MT 0.99979764 -0 32 04.0 DE2390;SPC SC - 610,398.23 1,706,198.16 iFT 0.99979764 -0 32 04.0 DE2390;UTM 17 - 3,707,939.328 410,463.941 MT 0.99969883 -0 31 55.9 DE2390 DE2390 SUPERSEDED SURVEY CONTROL DE2390 DE2390 NAD 27 - 33 30 25.62863(N) 081 57 50.99939(W) AD( ) 3 DE2390 DE2390.Superseded values are not recommended for survey control. DE2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2390.See file dsdata.txt to determine how the superseded data were derived. DE2390 DE2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1046407939(NAD 83) DE2390_MARKER: 53 = ELEVATED TANK DE2390 DE2390 HISTORY - Date Condition Report By DE2390 HISTORY - 1980 FIRST OBSERVED GADT DE2390 HISTORY - 20001211 GOOD SCGS DE2390 HISTORY - 20031007 GOOD USPSQD DE2390 DE2390 STATION DESCRIPTION DE2390 DE2390'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN) DE2390'THE STATION, NORTH AUGUSTA SIDEREAL AVENUE TANK, IS THE BALL TOP DE2390'CENTER ABOUT 40 METERS (125 FT) ABOVE THE GROUND. IT IS DE2390'BLUE-GRAY IN COLOR WITH A DOME SHAPED TOP AND A HEMISPHERICAL DE2390'BOTTOM, AND IT IS SUPPORTED BY SIX TUBULAR LEGS. DE2390' DE2390'THE STATION IS LOCATED IN NORTH AUGUSTA ON THE SITE OF DE2390'TRIANGULATION STATION BUTLER 2 AND ABOUT 22 METERS (72 FT) NORTH DE2390'OF SIDEREAL AVENUE. DE2390' DE2390'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 WITH THE DE2390'JUNCTION OF U.S. HIGHWAY 25, GO SOUTH ALONG U.S. HIGHWAY 25 FOR DE2390'5.3 KM (3.3 MI) TO A FORK. TAKE THE RIGHT FORK GOING SOUTH DE2390'FOR 1.8 KM (1.15 MI TO THE JUNCTION OF SIDEREAL AVENUE DE2390'ON THE RIGHT. TURN RIGHT GOING WEST ALONG SIDEREAL AVENUE FOR DE2390'0.1 KM (.05 MI) TO THE STATION ON THE RIGHT. DE2390 DE2390 STATION RECOVERY (2000) DE2390 DE2390'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2390'STATION IS LOCATED IN NORTH AUGUSTA, 14.6 MILES (23.5 KM) WEST DE2390'SOUTHWEST OF AIKEN. OWNERSHIP--CITY OF NORTH AUGUSTA, 400 EAST BUENA DE2390'VISTA AVENUE, NORTH AUGUSTA, SC 29841, PHONE 803-441-4325. TO REACH DE2390'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 25 BUSINESS DE2390'(GEORGIA AVENUE) AND STATE HIGHWAY 121, 1.0 MILE (1.6 KM) NORTH DE2390'NORTHEAST OF NORTH AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY 25 BUSINESS DE2390'FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 290 (SIDEREAL DE2390'AVENUE) , TURN RIGHT ON ROAD 290 FOR 0.05 MILE (0.08 KM) TO THE DE2390'STATION ON THE RIGHT. STATION IS THE FINIAL ATOP THE TANK. RECOVERED DE2390'BY R.P. MCKEOWN. DE2390 DE2390 STATION RECOVERY (2003) DE2390 DE2390'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2390'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE3269 *********************************************************************** DE3269 DESIGNATION - PATRICK DE3269 PID - DE3269 DE3269 STATE/COUNTY- SC/AIKEN DE3269 USGS QUAD - GRANITEVILLE (1980) DE3269 DE3269 *CURRENT SURVEY CONTROL DE3269 ___________________________________________________________________ DE3269* NAD 83(1986)- 33 34 29.14440(N) 081 46 10.73198(W) ADJUSTED DE3269* NAVD 88 - 122.383 (meters) 401.52 (feet) ADJUSTED DE3269 ___________________________________________________________________ DE3269 LAPLACE CORR- -2.86 (seconds) DEFLEC99 DE3269 GEOID HEIGHT- -30.45 (meters) GEOID99 DE3269 DYNAMIC HT - 122.252 (meters) 401.09 (feet) COMP DE3269 MODELED GRAV- 979,563.2 (mgal) NAVD 88 DE3269 DE3269 HORZ ORDER - FIRST DE3269 VERT ORDER - FIRST CLASS II DE3269 DE3269.The North Carolina/South Carolina HARNS have been completed but, DE3269.due to contractual restrictions, coordinates for these stations DE3269.will NOT be published in the near future. In the interim, the DE3269.published coordinates in North and South Carolina will not be DE3269.consistent with the Continuously Operating Reference Stations DE3269.(CORS). The HARN coordinates for these stations are available DE3269.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE3269.Lapine(803-896-7700). DE3269. DE3269.In addition, the published North and South Carolina positions DE3269.(NAD 83 (1986)) are NOT consistent with those determined in DE3269.adjacent state readjustments. The discontinuity between stations DE3269.located in North or South Carolina and those in adjacent states DE3269.which have been adjusted to the HARN may be as much as 5 DE3269.decimeters. This will result in a significant loss of accuracy DE3269.over lines crossing such state borders. DE3269 DE3269 DE3269.The horizontal coordinates were established by GPS observations DE3269.and adjusted by the National Geodetic Survey in February 1994. DE3269 DE3269.The orthometric height was determined by differential leveling DE3269.and adjusted by the National Geodetic Survey in April 1994. DE3269 DE3269.The Laplace correction was computed from DEFLEC99 derived deflections. DE3269 DE3269.The geoid height was determined by GEOID99. DE3269 DE3269.The dynamic height is computed by dividing the NAVD 88 DE3269.geopotential number by the normal gravity value computed on the DE3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3269.degrees latitude (g = 980.6199 gals.). DE3269 DE3269.The modeled gravity was interpolated from observed gravity values. DE3269 DE3269; North East Units Scale Converg. DE3269;SPC SC - 193,383.815 538,159.219 MT 0.99979501 -0 25 36.1 DE3269;SPC SC - 634,461.34 1,765,614.24 iFT 0.99979501 -0 25 36.1 DE3269;UTM 17 - 3,715,273.417 428,571.652 MT 0.99966290 -0 25 32.3 DE3269 DE3269 SUPERSEDED SURVEY CONTROL DE3269 DE3269 NAVD 88 (02/28/94) 122.38 (m) 401.5 (f) LEVELING 3 DE3269 DE3269.Superseded values are not recommended for survey control. DE3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE3269.See file dsdata.txt to determine how the superseded data were derived. DE3269 DE3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2857215273(NAD 83) DE3269_MARKER: DD = SURVEY DISK DE3269_SETTING: 31 = SIDEWALK DE3269_STAMPING: PATRICK 1991 DE3269_MARK LOGO: SCGS DE3269_MAGNETIC: N = NO MAGNETIC MATERIAL DE3269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3269+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE3269 DE3269 HISTORY - Date Condition Report By DE3269 HISTORY - 1991 MONUMENTED SCGS DE3269 HISTORY - 19920922 GOOD SCGS DE3269 HISTORY - 19930505 GOOD SCGS DE3269 HISTORY - 20001213 GOOD SCGS DE3269 HISTORY - 20030922 GOOD USPSQD DE3269 DE3269 STATION DESCRIPTION DE3269 DE3269'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE3269'STATION IS LOCATED 2.85 MILES (4.59 KM) NORTHWEST OF AIKEN, DE3269'OWNERSHIP--UNIVERSITY OF SOUTH CAROLINA AIKEN, 171 UNIVERSITY DE3269'PARKWAY, AIKEN, SC 29801, ATTENTION-JEFFREY M. PRIEST, DIRECTOR, RUTH DE3269'PARTRICK SCIENCE EDUCATION CENTER, PHONE 803-648-6851. DE3269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 78 AND DE3269'STATE HIGHWAY 118 (ROBERT M. BELL PARKWAY), 3.2 MILES (5.1 KM) WEST DE3269'OF AIKEN, GO EAST ON HIGHWAYS 1 AND 78 FOR 0.8 MILE (1.3 KM) TO DE3269'UNIVERSITY PARKWAY LEFT, TURN LEFT ON UNIVERSITY PARKWAY FOR 0.75 DE3269'MILE (1.21 KM) TO AN ENTRANCE DRIVEWAY LEFT AT A SIGN INDICATING DE3269'DIRECTION TO USCA ETHERREDGE CENTER, TURN LEFT ON THE ENTRANCE DE3269'DRIVEWAY FOR 0.25 MILE (0.40 KM) TO THE RUTH PATRICK SCIENCE DE3269'EDUCATION CENTER BUILDING ON THE RIGHT AND THE STATION LOCATED AT THE DE3269'BASE OF A LARGE SUNDIAL SET INTO THE SIDEWALK IN FRONT OF THE DE3269'BUILDING. DE3269'STATION IS A DRILL MARK IN THE SIDEWALK, 25.1 FEET (7.7 M) SOUTH OF DE3269'THE CENTER OF A SUNDIAL MAST PROJECTING 25-FEET. DE3269'RECOVERED BY T. HALL. DE3269 DE3269 STATION RECOVERY (1993) DE3269 DE3269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE3269'RECOVERED IN GOOD CONDITION. DE3269 DE3269 STATION RECOVERY (2000) DE3269 DE3269'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3269'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF AIKEN. DE3269'OWNERSHIP--UNIVERSITY OF SOUTH CAROLINA AIKEN CAMPUS, 171 UNIVERSITY DE3269'PARKWAY, AIKEN, SC 29801, JEFF PRIEST, DIRECTOR, PHONE 803-648-6851. DE3269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1/78 DE3269'(JEFFERSON DAVIS HIGHWAY) AND STATE HIGHWAY 118 AND TRUCK ROUTE U.S. DE3269'HIGHWAYS 1/78 AND TRUCK ROUTE STATE HIGHWAY 19 (ROBERT M. BELL DE3269'PARKWAY) , 3.3 MILES (5.3 KM) WEST OF AIKEN, GO EAST ON HIGHWAYS 1 AND DE3269'78 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 2131 DE3269'(UNIVERSITY PLACE SOUTHWEST) , TURN LEFT ON ROAD 2131 FOR 0.8 MILE DE3269'(1.3 KM) TO THE ENTRANCE DRIVEWAY LEFT AT A SIGN INDICATING DIRECTION DE3269'TO THE USC AIKEN ETHERREDGE CENTER, TURN LEFT ON THE ENTRANCE DRIVE DE3269'FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE RIGHT AT THE BASE OF A DE3269'LARGE SUNDIAL IN FRONT OF THE RUTH PATRICK SCIENCE BUILDING. STATION DE3269'IS A DISK SET IN A DRILL HOLE IN A SIDEWALK, 25.1 FEET (7.7 M) SOUTH DE3269'OF THE CENTER OF THE SUNDIAL MAST PROJECTING 25 FEET. (7.6 M) DE3269'RECOVERED BY M.J. UGGIANO. DE3269 DE3269 STATION RECOVERY (2003) DE3269 DE3269'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE3269'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1022 *********************************************************************** DE1022 DESIGNATION - Q 49 DE1022 PID - DE1022 DE1022 STATE/COUNTY- SC/AIKEN DE1022 USGS QUAD - GRANITEVILLE (1980) DE1022 DE1022 *CURRENT SURVEY CONTROL DE1022 ___________________________________________________________________ DE1022* NAD 83(1986)- 33 33 44. (N) 081 48 29. (W) SCALED DE1022* NAVD 88 - 68.943 (meters) 226.19 (feet) ADJUSTED DE1022 ___________________________________________________________________ DE1022 GEOID HEIGHT- -30.39 (meters) GEOID99 DE1022 DYNAMIC HT - 68.869 (meters) 225.95 (feet) COMP DE1022 MODELED GRAV- 979,571.0 (mgal) NAVD 88 DE1022 DE1022 VERT ORDER - FIRST CLASS II DE1022 DE1022.The horizontal coordinates were scaled from a topographic map and have DE1022.an estimated accuracy of +/- 6 seconds. DE1022 DE1022.The orthometric height was determined by differential leveling DE1022.and adjusted by the National Geodetic Survey in June 1991. DE1022.WARNING-Repeat measurements at this control monument indicate possible DE1022.vertical movement. DE1022 DE1022.The geoid height was determined by GEOID99. DE1022 DE1022.The dynamic height is computed by dividing the NAVD 88 DE1022.geopotential number by the normal gravity value computed on the DE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1022.degrees latitude (g = 980.6199 gals.). DE1022 DE1022.The modeled gravity was interpolated from observed gravity values. DE1022 DE1022; North East Units Estimated Accuracy DE1022;SPC SC - 192,020. 534,580. MT (+/- 180 meters Scaled) DE1022 DE1022 SUPERSEDED SURVEY CONTROL DE1022 DE1022 NGVD 29 (??/??/92) 69.174 (m) 226.95 (f) ADJ UNCH 1 2 DE1022 DE1022.Superseded values are not recommended for survey control. DE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1022.See file dsdata.txt to determine how the superseded data were derived. DE1022 DE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT249139(NAD 83) DE1022_MARKER: DB = BENCH MARK DISK DE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1022_STAMPING: Q 49 1960 DE1022_MARK LOGO: CGS DE1022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1022+STABILITY: SURFACE MOTION DE1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1022+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE1022 DE1022 HISTORY - Date Condition Report By DE1022 HISTORY - 1960 MONUMENTED CGS DE1022 HISTORY - 1979 GOOD NGS DE1022 HISTORY - 19920914 GOOD SCGS DE1022 HISTORY - 20001204 GOOD SCGS DE1022 HISTORY - 20030922 GOOD USPSQD DE1022 DE1022 STATION DESCRIPTION DE1022 DE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1022'0.9 MI N FROM WARRENVILLE. DE1022'ABOUT 0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE CROSSING DE1022'OF STATE HIGHWAY 191 AT WARRENVILLE, 0.3 MILE SOUTH OF MILE POST DE1022'178, AT GRANITEVILLE, 0.3 MILE SOUTH OF STATION AT GRANITEVILLE, DE1022'0.25 MILE SOUTH OF FOUNDERS MONUMENT (WILLIAM GREGG), 50 FEET DE1022'EAST AND ACROSS STREET FROM EAST RAIL, 122 FEET SOUTH OF SOUTH DE1022'CURB LINE OF A STREET LEADING EAST AND CROSSING TRACK TO WEST, DE1022'3 FEET EAST OF EAST CURB OF STREET PARALLEL TO TRACK, 2 1/2 FEET DE1022'WEST OF WEST EDGE OF A SIDE WALK ALONG WEST SIDE OF A PARK DE1022'AND PLAYGROUND, 59 FEET NORTH OF CENTER OF CIRCULAR IRON MANHOLE DE1022'COVER FOR A PIPE CULVERT UNDER STREET, 122 FEET SOUTH OF NORTHWEST DE1022'CORNER OF PLAYGROUND AND PARK, 4 1/2 FEET SOUTH OF POWER POLE DE1022'NO. 15650, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A DE1022'CONCRETE POST PROJECTING 1 INCH. DE1022 DE1022 STATION RECOVERY (1979) DE1022 DE1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1022'RECOVERED IN GOOD CONDITION. DE1022 DE1022 STATION RECOVERY (1992) DE1022 DE1022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1022'STATION IS LOCATED IN GRANITEVILLE. OWNERSHIP--SCDHPT, DIRECTOR OF DE1022'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1022'803-737-1350. DE1022'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE1022'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE1022'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE DE1022'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT DE1022'AND CANAL STREET SHARP RIGHT AND THE STATION NEAR A POWER POLE NUMBER DE1022'15650 WITH THREE GUY WIRES IN THE SOUTHEAST ANGLE AND ON THE WEST DE1022'SIDE OF A PARK. DE1022'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH DE1022'THE SIDEWALK, 2.3 FEET (0.7 M) EAST OF THE EAST EDGE OF THE CURB OF DE1022'CANAL STREET, 2.6 FEET (0.8 M) WEST OF THE WEST EDGE OF THE SIDEWALK, DE1022'4.3 FEET (1.3 M) SOUTH SOUTHWEST OF THE POWER POLE, 50.7 FEET DE1022'(15.5 M) SOUTHEAST OF THE CENTER OF A METAL MAN HOLE COVER, 133.6 DE1022'FEET (40.7 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 70, 4.3 FEET DE1022'(1.3 M) SOUTH OF A WITNESS POST. DE1022'RECOVERED BY T. HALL. DE1022 DE1022 STATION RECOVERY (2000) DE1022 DE1022'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1022'STATION IS LOCATED 5.1 MILES (8.2 KM) WEST OF AIKEN, 10.0 MILES (16.1 DE1022'KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF DE1022'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1022'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. DE1022'HIGHWAYS 1, 78 AND STATE HIGHWAY 191 (MAIN STREET) , 5.1 MILES (8.2 DE1022'KM) WEST OF AIKEN, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO DE1022'THE JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND STATE HIGHWAY 191 DE1022'(CANAL STREET) , BEAR RIGHT ON HIGHWAY 191 CROSSING A SET OF RAILROAD DE1022'TRACKS TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A DE1022'CONCRETE POST RECESSED 0.6 FOOT (18.3 CM) AND 0.5 FOOT (15.2 CM) ABOVE DE1022'ROAD STATE ROAD 491, 2.5 FEET (0.8 M) WEST OF THE WEST EDGE OF A DE1022'CONCRETE SIDEWALK, 2.3 FEET (0.7 M) EAST OF THE EAST EDGE OF A DE1022'CONCRETE CURB, 15.0 FEET (4.6 M) EAST OF THE CENTER OF ROAD 491 (CANAL DE1022'STREET) , 133.7 FEET (40.8 M) SOUTH OF THE CENTER OF STATE ROAD 70 DE1022'(AIKEN ROAD) , 32.1 FEET (9.8 M) EAST OF THE NORTHEAST CONCRETE BASE DE1022'OF A 5-FOOT STEEL RAILROAD BOX, 50.8 FEET (15.5 M) SOUTHEAST OF A DE1022'STEEL SEWER MANHOLE COVER, 4.3 FEET (1.3 M) SOUTH OF A WITNESS POST DE1022'BESIDE THE POWER POLE NUMBER 15650 WITH THREE GUY WIRES. RECOVERED BY DE1022'M.J. UGGIANO. DE1022 DE1022 STATION RECOVERY (2003) DE1022 DE1022'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1022'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1024 *********************************************************************** DE1024 DESIGNATION - R 49 DE1024 PID - DE1024 DE1024 STATE/COUNTY- SC/AIKEN DE1024 USGS QUAD - GRANITEVILLE (1980) DE1024 DE1024 *CURRENT SURVEY CONTROL DE1024 ___________________________________________________________________ DE1024* NAD 83(1986)- 33 34 32. (N) 081 48 19. (W) SCALED DE1024* NAVD 88 - 70.445 (meters) 231.12 (feet) ADJUSTED DE1024 ___________________________________________________________________ DE1024 GEOID HEIGHT- -30.38 (meters) GEOID99 DE1024 DYNAMIC HT - 70.370 (meters) 230.87 (feet) COMP DE1024 MODELED GRAV- 979,570.4 (mgal) NAVD 88 DE1024 DE1024 VERT ORDER - FIRST CLASS II DE1024 DE1024.The horizontal coordinates were scaled from a topographic map and have DE1024.an estimated accuracy of +/- 6 seconds. DE1024 DE1024.The orthometric height was determined by differential leveling DE1024.and adjusted by the National Geodetic Survey in June 1991. DE1024 DE1024.The geoid height was determined by GEOID99. DE1024 DE1024.The dynamic height is computed by dividing the NAVD 88 DE1024.geopotential number by the normal gravity value computed on the DE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1024.degrees latitude (g = 980.6199 gals.). DE1024 DE1024.The modeled gravity was interpolated from observed gravity values. DE1024 DE1024; North East Units Estimated Accuracy DE1024;SPC SC - 193,500. 534,850. MT (+/- 180 meters Scaled) DE1024 DE1024 SUPERSEDED SURVEY CONTROL DE1024 DE1024 NGVD 29 (??/??/92) 70.671 (m) 231.86 (f) ADJ UNCH 1 2 DE1024 DE1024.Superseded values are not recommended for survey control. DE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1024.See file dsdata.txt to determine how the superseded data were derived. DE1024 DE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT252153(NAD 83) DE1024_MARKER: DB = BENCH MARK DISK DE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1024_STAMPING: R 49 1960 DE1024_MARK LOGO: CGS DE1024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1024+STABILITY: SURFACE MOTION DE1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1024+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE1024 DE1024 HISTORY - Date Condition Report By DE1024 HISTORY - 1960 MONUMENTED CGS DE1024 HISTORY - 1979 GOOD NGS DE1024 HISTORY - 19920915 GOOD SCGS DE1024 HISTORY - 20001204 GOOD SCGS DE1024 HISTORY - 20030922 GOOD USPSQD DE1024 DE1024 STATION DESCRIPTION DE1024 DE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1024'0.6 MI N FROM GRANITEVILLE. DE1024'ABOUT 0.65 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE DE1024'STATION AT GRANITEVILLE, 0.4 MILE SOUTH OF MILE POST 177, AT DE1024'CROSSING OF STATE HIGHWAY 191, 128 FEET NORTH OF CENTER OF DE1024'CROSSING, 36 FEET EAST OF EAST RAIL AND ON OUTSIDE OF A CURVE, DE1024'29 FEET SOUTHEAST OF SECOND TELEPHONE POLE NORTH OF CROSSING, DE1024'173 FEET SOUTHEAST AND ACROSS TRACK FROM A YARD LIMIT SIGN, 7 DE1024'FEET WEST OF CENTER OF A TRAIL WHICH IS ALONG TOP OF A LEVEE OR DE1024'OLD ROAD BED, 12 YARDS SOUTHWEST OF WEST END OF BRICK REMAINS DE1024'WHICH EXTEND EAST, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT DE1024'3 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE DE1024'POST PROJECTING 3 INCHES. DE1024 DE1024 STATION RECOVERY (1979) DE1024 DE1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1024'RECOVERED IN GOOD CONDITION. DE1024 DE1024 STATION RECOVERY (1992) DE1024 DE1024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1024'STATION IS LOCATED 0.85 MILE (1.37 KM) NORTH OF GRANITEVILLE, 2.55 DE1024'MILES (4.10 KM) SOUTH OF VAUCLUSE. OWNERSHIP--RAILROAD RIGHT OF WAY. DE1024'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE1024'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE1024'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE DE1024'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT DE1024'CROSSING A SET OF RAILROAD TRACKS, BEAR RIGHT ON HIGHWAY 191 (CANAL DE1024'STREET) FOR 0.8 MILE (1.3 KM) TO A SHARP BEND LEFT OF HIGHWAY 191, A DE1024'ROAD AHEAD AND AN ABANDONED DIRT AND ASPHALT ROAD IN THE NORTHWEST DE1024'ANGLE, TURN LEFT AND AHEAD ONTO THE ABANDONED ROAD FOR 0.1 MILE DE1024'(0.2 KM) CROSSING AN ABANDONED BRIDGE OVER A CANAL AND THE END OF DE1024'PAVEMENT AT A SET OF RAILROAD TRACKS AND A FIELD PATH RIGHT, PROCEED DE1024'BY FOOT NORTH ON THE FIELD PATH FOR 136.0 FEET (41.5 M) TO THE DE1024'STATION ON THE LEFT. DE1024'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT DE1024'(15.2 CM) BELOW THE TRACKS, 36.0 FEET (11.0 M) EAST OF THE EAST RAIL DE1024'OF THE TRACKS, 136.0 FEET (41.5 M) NORTH OF THE CENTER OF THE DE1024'ABANDONED ROAD BED AT THE END OF THE PAVEMENT, 6.3 FEET (1.9 M) WEST DE1024'OF THE CENTER OF THE PATH, 3.7 FEET (1.1 M) SOUTH OF A 0.5-FOOT SWEET DE1024'GUM TREE WITH A SCGS REFERENCE WASHER ATTACHED, 115.5 FEET (35.2 M) DE1024'NORTH NORTHWEST OF A POWER POLE NUMBER 123220 WITH THREE GUY WIRES, DE1024'2.1 FEET (0.6 M) EAST NORTHEAST OF A WITNESS POST. DE1024'RECOVERED BY T. HALL. DE1024 DE1024 STATION RECOVERY (2000) DE1024 DE1024'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1024'STATION IS LOCATED 5.0 MILES (8.0 KM) WEST NORTHWEST OF AIKEN. DE1024'OWNERSHIP--AVONDALE, 10.0 MILES (16.1 KM) EAST NORTHEAST OF NORTH DE1024'AUGUSTA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1024'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION DE1024'FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 AND STATE HIGHWAY DE1024'191 (MAIN STREET) , 5.1 MILES (8.2 KM) WEST OF AIKEN, GO NORTH ON DE1024'HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF STATE ROAD 70 DE1024'(AIKEN ROAD) AND STATE HIGHWAY 191 (CANAL STREET) , BEAR RIGHT ON DE1024'HIGHWAY 191 CROSSING A SET OF RAILROAD TRACKS THEN LEFT ON HIGHWAY 191 DE1024'(CANAL STREET) FOR 0.8 MILE (1.3 KM) TO A SHARP BEND LEFT OF HIGHWAY DE1024'191, A ROAD AHEAD AND AN ABANDONED DIRT AND ASPHALT ROAD IN THE DE1024'NORTHWEST ANGLE, TURN LEFT ON THE ABANDONED ROAD FOR 0.1 MILE (0.2 KM) DE1024'CROSSING THE ABANDONED BRIDGE OVER THE CANAL AT THE END OF PAVEMENT AT DE1024'A SET OF RAILROAD TRACKS AND A FIELD PATH RIGHT, PROCEED BY FOOT NORTH DE1024'ON THE FIELD PATH FOR 144.0 FEET (43.9 M) TO THE STATION ON THE LEFT. DE1024'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 DE1024'CM) BELOW THE TRACKS, 36.4 FEET (11.1 M) EAST OF THE EAST RAIL OF THE DE1024'TRACKS, 115.7 FEET (35.3 M) NORTH NORTHWEST OF A POWER POLE NUMBER DE1024'123220 WITH THREE GUY WIRES, 144.0 FEET (43.9 M) NORTH OF THE CENTER DE1024'OF THE ABANDONED ROAD, 3.9 FEET (1.2 M) SOUTH OF A 0.5-FOOT SWEET GUM DE1024'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 7.5 FEET (2.3 M) WEST OF DE1024'THE CENTER OF THE FOOT PATH, 1.6 FEET (0.5 M) WEST OF A WITNESS POST. DE1024'RECOVERED BY M.J. UGGIANO. DE1024 DE1024 STATION RECOVERY (2003) DE1024 DE1024'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1024'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1025 *********************************************************************** DE1025 DESIGNATION - S 49 DE1025 PID - DE1025 DE1025 STATE/COUNTY- SC/AIKEN DE1025 USGS QUAD - GRANITEVILLE (1980) DE1025 DE1025 *CURRENT SURVEY CONTROL DE1025 ___________________________________________________________________ DE1025* NAD 83(1986)- 33 34 59. (N) 081 48 28. (W) SCALED DE1025* NAVD 88 - 76.676 (meters) 251.56 (feet) ADJUSTED DE1025 ___________________________________________________________________ DE1025 GEOID HEIGHT- -30.36 (meters) GEOID99 DE1025 DYNAMIC HT - 76.594 (meters) 251.29 (feet) COMP DE1025 MODELED GRAV- 979,570.6 (mgal) NAVD 88 DE1025 DE1025 VERT ORDER - FIRST CLASS II DE1025 DE1025.The horizontal coordinates were scaled from a topographic map and have DE1025.an estimated accuracy of +/- 6 seconds. DE1025 DE1025.The orthometric height was determined by differential leveling DE1025.and adjusted by the National Geodetic Survey in June 1991. DE1025 DE1025.The geoid height was determined by GEOID99. DE1025 DE1025.The dynamic height is computed by dividing the NAVD 88 DE1025.geopotential number by the normal gravity value computed on the DE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1025.degrees latitude (g = 980.6199 gals.). DE1025 DE1025.The modeled gravity was interpolated from observed gravity values. DE1025 DE1025; North East Units Estimated Accuracy DE1025;SPC SC - 194,330. 534,630. MT (+/- 180 meters Scaled) DE1025 DE1025 SUPERSEDED SURVEY CONTROL DE1025 DE1025 NGVD 29 (??/??/92) 76.903 (m) 252.31 (f) ADJ UNCH 1 2 DE1025 DE1025.Superseded values are not recommended for survey control. DE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1025.See file dsdata.txt to determine how the superseded data were derived. DE1025 DE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT250162(NAD 83) DE1025_MARKER: DB = BENCH MARK DISK DE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1025_STAMPING: S 49 1960 DE1025_MARK LOGO: CGS DE1025_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1025+STABILITY: SURFACE MOTION DE1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1025+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 DE1025 DE1025 HISTORY - Date Condition Report By DE1025 HISTORY - 1960 MONUMENTED CGS DE1025 HISTORY - 1973 GOOD LOCENG DE1025 HISTORY - 1979 GOOD NGS DE1025 HISTORY - 19920915 GOOD SCGS DE1025 HISTORY - 20030922 GOOD USPSQD DE1025 DE1025 STATION DESCRIPTION DE1025 DE1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1025'1.2 MI N FROM GRANITEVILLE. DE1025'ABOUT 1.25 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE DE1025'STATION AT GRANITEVILLE, ABOUT 361 YARDS NORTH OF MILE POST 177, DE1025'277 YARDS NORTH OF A SIGN STATION ONE MILE, AT THE TOP OF DE1025'RAILROAD GRADE AND AT CROSSING OF A POWER LINE, 64 1/2 FEET WEST DE1025'OF WEST RAIL, 60 1/2 FEET SOUTHWEST OF A WHISTLE POST, AT ABOUT DE1025'RIGHT ANGLE ACROSS TRACK FROM TELEPHONE POLE NO. E 48, 4.6 FEET DE1025'NORTHEAST OF POWER POLE NO. 4, 101 FEET NORTHEAST OF NORTHEAST DE1025'CORNER OF LOW STEEL POWER TRANSMISSION TOWER NO. 2803, ABOUT DE1025'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE DE1025'POST PROJECTING 1 INCH. DE1025 DE1025 STATION RECOVERY (1973) DE1025 DE1025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 DE1025'RECOVERED IN GOOD CONDITION. DE1025 DE1025 STATION RECOVERY (1979) DE1025 DE1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1025'RECOVERED IN GOOD CONDITION. DE1025 DE1025 STATION RECOVERY (1992) DE1025 DE1025'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1025'STATION IS LOCATED 1.4 MILES (2.3 KM) NORTH OF GRANITEVILLE, 2.0 MILES DE1025'(3.2 KM) SOUTH OF VAULCLUSE. OWNERSHIP--RAILROAD RIGHT OF WAY. DE1025'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE1025'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE1025'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE DE1025'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT DE1025'CROSSING A SET OF RAILROAD TRACKS, BEAR RIGHT ON HIGHWAY 191 (CANAL DE1025'STREET) FOR 0.8 MILE (1.3 KM) TO A SHARP BEND LEFT OF HIGHWAY 191, DE1025'TURN LEFT ON HIGHWAY 191 FOR 0.7 MILE (1.1 KM) TO A GRAVEL ROAD RIGHT DE1025'AT AN OVERHEAD POWER LINE CROSSING, TURN RIGHT ON THE GRAVEL ROAD FOR DE1025'0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN THE NORTHWEST DE1025'ANGLE OF A RAILROAD CROSSING. DE1025'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE1025'TRACKS, 2.8 FEET (0.9 M) NORTH NORTHEAST OF THE POWER POLE NUMBER DE1025'123204, 18.6 FEET (5.7 M) EAST OF THE SOUTH ONE OF TWO POWER POLES DE1025'CONNECTED AS AN OVERHEAD POWER LINE TOWER, 49.9 FEET (15.2 M) WEST OF DE1025'THE WEST RAIL OF THE WEST SET OF RAILROAD TRACKS, 25.0 FEET (7.6 M) DE1025'NORTH OF THE CENTER OF THE GRAVEL ROAD, 1.0 FOOT (0.3 M) SOUTH OF A DE1025'WITNESS POST. DE1025'RECOVERED BY T. HALL. DE1025 DE1025 STATION RECOVERY (2003) DE1025 DE1025'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1025'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE8598 *********************************************************************** DE8598 DESIGNATION - TOXO DE8598 PID - DE8598 DE8598 STATE/COUNTY- SC/AIKEN DE8598 USGS QUAD - GRANITEVILLE (1980) DE8598 DE8598 *CURRENT SURVEY CONTROL DE8598 ___________________________________________________________________ DE8598* NAD 83(1986)- 33 36 40.19150(N) 081 50 43.62035(W) ADJUSTED DE8598* NAVD 88 - 136.76 (meters) 448.7 (feet) GPS OBS DE8598 ___________________________________________________________________ DE8598 LAPLACE CORR- -3.66 (seconds) DEFLEC99 DE8598 GEOID HEIGHT- -30.22 (meters) GEOID99 DE8598 DE8598 HORZ ORDER - FIRST DE8598 DE8598.The North Carolina/South Carolina HARNS have been completed but, DE8598.due to contractual restrictions, coordinates for these stations DE8598.will NOT be published in the near future. In the interim, the DE8598.published coordinates in North and South Carolina will not be DE8598.consistent with the Continuously Operating Reference Stations DE8598.(CORS). The HARN coordinates for these stations are available DE8598.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE8598.Lapine(803-896-7700). DE8598. DE8598.In addition, the published North and South Carolina positions DE8598.(NAD 83 (1986)) are NOT consistent with those determined in DE8598.adjacent state readjustments. The discontinuity between stations DE8598.located in North or South Carolina and those in adjacent states DE8598.which have been adjusted to the HARN may be as much as 5 DE8598.decimeters. This will result in a significant loss of accuracy DE8598.over lines crossing such state borders. DE8598 DE8598 DE8598.The horizontal coordinates were established by GPS observations DE8598.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE8598 DE8598.The orthometric height was determined by GPS observations and a DE8598.high-resolution geoid model using precise GPS observation and DE8598.processing techniques. DE8598 DE8598.The Laplace correction was computed from DEFLEC99 derived deflections. DE8598 DE8598.The geoid height was determined by GEOID99. DE8598 DE8598; North East Units Scale Converg. DE8598;SPC SC - 197,475.357 531,156.215 MT 0.99979417 -0 28 07.4 DE8598;SPC SC - 647,885.03 1,742,638.50 iFT 0.99979417 -0 28 07.4 DE8598;UTM 17 - 3,719,364.340 421,569.464 MT 0.99967583 -0 28 04.9 DE8598 DE8598 SUPERSEDED SURVEY CONTROL DE8598 DE8598.No superseded survey control is available for this station. DE8598 DE8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2156919364(NAD 83) DE8598_MARKER: DD = SURVEY DISK DE8598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8598_STAMPING: TOXO 2001 DE8598_MARK LOGO: SCGS DE8598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8598+STABILITY: SURFACE MOTION DE8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8598+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE8598 DE8598 HISTORY - Date Condition Report By DE8598 HISTORY - 2001 MONUMENTED SCGS DE8598 HISTORY - 20030929 GOOD USPSQD DE8598 DE8598 STATION DESCRIPTION DE8598 DE8598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE8598'STATION IS LOCATED 8.05 MILES (12.95 KM) WEST NORTHWEST OF AIKEN, 10.3 DE8598'MILES (16.6 KM) NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DE8598'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE8598'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE8598'STATE ROAD 144 (BETTIS ACADEMY ROAD) AND INTERSTATE 20 (EXIT 11) , 7.8 DE8598'MILES (12.6 KM) WEST NORTHWEST OF AIKEN, GO NORTH ON ROAD 144 FOR 0.45 DE8598'MILE (0.72 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE DE8598'NORTHWEST ANGLE OF A SAND DRIVEWAY LEADING TO A BRICK HOUSE NUMBER DE8598'677. STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 2.0 DE8598'FEET (0.6 M) ABOVE THE ROAD, 27.8 FEET (8.5 M) WEST OF THE CENTER OF DE8598'THE ROAD, 180.4 FEET (55.0 M) EAST OF THE NORTHEAST CORNER OF THE DE8598'HOUSE, 3.7 FEET (1.1 M) SOUTH OF THE POWER POLE WITH A SCGS REFERENCE DE8598'WASHER ATTACHED, 21.7 FEET (6.6 M) NORTHWEST OF THE NORTHWEST END OF A DE8598'1.4-FOOT CONCRETE PIPE CULVERT BENEATH THE SAND DRIVEWAY LEADING TO DE8598'THE HOUSE. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION EIDSON. DE8598'DESCRIBED BY T. HALL. DE8598 DE8598 STATION RECOVERY (2003) DE8598 DE8598'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE8598'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1018 *********************************************************************** DE1018 DESIGNATION - U 49 DE1018 PID - DE1018 DE1018 STATE/COUNTY- SC/AIKEN DE1018 USGS QUAD - GRANITEVILLE (1980) DE1018 DE1018 *CURRENT SURVEY CONTROL DE1018 ___________________________________________________________________ DE1018* NAD 83(1986)- 33 32 00. (N) 081 49 33. (W) SCALED DE1018* NAVD 88 - 57.583 (meters) 188.92 (feet) ADJUSTED DE1018 ___________________________________________________________________ DE1018 GEOID HEIGHT- -30.39 (meters) GEOID99 DE1018 DYNAMIC HT - 57.520 (meters) 188.71 (feet) COMP DE1018 MODELED GRAV- 979,559.7 (mgal) NAVD 88 DE1018 DE1018 VERT ORDER - FIRST CLASS II DE1018 DE1018.The horizontal coordinates were scaled from a topographic map and have DE1018.an estimated accuracy of +/- 6 seconds. DE1018 DE1018.The orthometric height was determined by differential leveling DE1018.and adjusted by the National Geodetic Survey in June 1991. DE1018 DE1018.The geoid height was determined by GEOID99. DE1018 DE1018.The dynamic height is computed by dividing the NAVD 88 DE1018.geopotential number by the normal gravity value computed on the DE1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1018.degrees latitude (g = 980.6199 gals.). DE1018 DE1018.The modeled gravity was interpolated from observed gravity values. DE1018 DE1018; North East Units Estimated Accuracy DE1018;SPC SC - 188,830. 532,910. MT (+/- 180 meters Scaled) DE1018 DE1018 SUPERSEDED SURVEY CONTROL DE1018 DE1018 NGVD 29 (??/??/92) 57.808 (m) 189.66 (f) ADJ UNCH 1 2 DE1018 DE1018.Superseded values are not recommended for survey control. DE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1018.See file dsdata.txt to determine how the superseded data were derived. DE1018 DE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT233107(NAD 83) DE1018_MARKER: DB = BENCH MARK DISK DE1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DE1018_STAMPING: U 49 1960 DE1018_MARK LOGO: CGS DE1018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE1018+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000 DE1018 DE1018 HISTORY - Date Condition Report By DE1018 HISTORY - 1960 MONUMENTED CGS DE1018 HISTORY - 1979 GOOD NGS DE1018 HISTORY - 19920914 GOOD SCGS DE1018 HISTORY - 20001206 GOOD SCGS DE1018 HISTORY - 20031001 MARK NOT FOUND USPSQD DE1018 DE1018 STATION DESCRIPTION DE1018 DE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1018'1.6 MI SW FROM WARRENVILLE. DE1018'ABOUT 1.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE DE1018'STATION AT WARRENVILLE, 0.2 MILE NORTHEAST OF MILEPOST 65, 0.15 DE1018'MILE NORTHEAST OF THE CROSSING OF A GRADED ROAD, ABOUT 9 RAILS DE1018'SOUTHWEST OF THE SOUTHWEST END OF A CURVE WITH TANGENTS EXTENDING DE1018'NORTH AND SOUTHWEST, AT THE CROSSING OF A PRIVATE ROAD, 24 1/2 DE1018'FEET NORTHWEST OF THE NORTHWEST RAIL, 42 FEET NORTHEAST OF THE DE1018'CENTER LINE OF PRIVATE ROAD, 52 FEET NORTH OF THE CENTER LINE DE1018'OF THE CROSSING, 3 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE DE1018'NORTHEAST OF THE PRIVATE ROAD AND IS IN LINE WITH THE ROW OF DE1018'POLES, 1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 1 DE1018'FOOT BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON COPPER DE1018'COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH DE1018'TILE WHICH PROJECTS 3 INCHES. THE ROD WAS DRIVEN TO A DEPTH DE1018'OF 24 FEET. DE1018 DE1018 STATION RECOVERY (1979) DE1018 DE1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1018'RECOVERED IN GOOD CONDITION. DE1018 DE1018 STATION RECOVERY (1992) DE1018 DE1018'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1018'STATION IS LOCATED 1.45 MILES (2.33 KM) SOUTHWEST OF WARRENVILLE, 0.6 DE1018'MILE (1.0 KM) NORTH NORTHEAST OF GLOVERVILLE. OWNERSHIP--SCDHPT, DE1018'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1018'803-737-1350. DE1018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 421 (AUGUSTA DE1018'ROAD), 191 (MAIN STREET) AND STATE ROAD 81 (HOWLANDVILLE ROAD) IN DE1018'WARRENVILLE, GO SOUTHWEST ON HIGHWAY 421 FOR 1.2 MILES (1.9 KM) TO DE1018'THE JUNCTION OF STATE ROAD 481 (HILLMAN STREET), CONTINUE ON HIGHWAY DE1018'421 FOR 0.2 MILE (0.3 KM) TO YONN STREET RIGHT, TURN RIGHT ON YONN DE1018'STREET FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF A UNPAVED ROAD, TURN DE1018'LEFT ON THE UNPAVED ROAD FOR 0.1 MILE (0.2 KM) TO AN UNPAVED ROAD DE1018'RIGHT, TURN RIGHT ON THE GRAVEL ROAD FOR 0.05 MILE (0.08 KM) TO A DE1018'RAILROAD CROSSING AND THE STATION IN THE NORTH ANGLE OF THE CROSSING. DE1018'STATION IS A DISK ATTACHED TO 24-FT COPPER COATED ROD SURROUNDED WITH DE1018'A TERRA COTTA PIPE RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) DE1018'BELOW THE TRACKS, 24.7 FEET (7.5 M) NORTHWEST OF THE NORTHWEST RAIL OF DE1018'THE TRACKS, 41.5 FEET (12.6 M) NORTHEAST OF THE CENTER OF THE GRAVEL DE1018'ROAD, 50.2 FEET (15.3 M) NORTH OF THE NORTHEAST END OF A 1.0-FOOT DE1018'METAL PIPE CULVERT BENEATH THE ROAD OF THE SOUTH SIDE OF THE TRACKS, DE1018'1.4 FEET (0.4 M) NORTHEAST OF A WITNESS POST. DE1018'RECOVERED BY T. HALL. DE1018 DE1018 STATION RECOVERY (2000) DE1018 DE1018'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1018'STATION IS LOCATED 6.3 MILES (10.1 KM) WEST SOUTHWEST OF AIKEN, 8.3 DE1018'MILES (13.4 KM) EAST NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--SCDOT, DE1018'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1018'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DE1018'HIGHWAYS 421 (AUGUSTA ROAD) , 191 (MAIN STREET) AND STATE ROAD 81 DE1018'(HOWLANDVILLE ROAD) IN WARRENVILLE, 5.25 MILES (8.45 KM) WEST OF DE1018'AIKEN, GO SOUTHWEST ON HIGHWAY 421 FOR 1.2 MILES (1.9 KM) TO THE DE1018'JUNCTION OF STATE ROAD 481 (HILLMAN STREET) , CONTINUE ON HIGHWAY 421 DE1018'FOR 0.2 MILE (0.3 KM) TO YONN STREET RIGHT, TURN RIGHT ON YONN STREET DE1018'FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF A DIRT ROAD, TURN LEFT ON THE DE1018'DIRT ROAD FOR 0.1 MILE (0.2 KM) TO A DIRT ROAD RIGHT, TURN RIGHT ON DE1018'THE DIRT ROAD FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT IN DE1018'THE NORTH ANGLE OF A RAILROAD CROSSING. STATION IS A CONCRETE POST DE1018'FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD, 42.6 FEET (13.0 M) DE1018'NORTHEAST OF THE CENTER OF THE DIRT ROAD, 24.4 FEET (7.4 M) NORTHWEST DE1018'OF THE NORTH RAIL OF THE RAILROAD TRACKS, 16.3 FEET (5.0 M) SOUTH DE1018'SOUTHEAST OF A 1.3-FOOT SWEET GUM TREE WITH A SCGS REFERENCE WASHER DE1018'ATTACHED, 1.4 FEET (0.4 M) NORTHEAST OF A WITNESS POST. RECOVERED BY DE1018'M.J. UGGIANO. DE1018 DE1018 STATION RECOVERY (2003) DE1018 DE1018'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1018'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1029 *********************************************************************** DE1029 DESIGNATION - V 49 DE1029 PID - DE1029 DE1029 STATE/COUNTY- SC/AIKEN DE1029 USGS QUAD - GRANITEVILLE (1980) DE1029 DE1029 *CURRENT SURVEY CONTROL DE1029 ___________________________________________________________________ DE1029* NAD 83(1986)- 33 36 48. (N) 081 48 15. (W) SCALED DE1029* NAVD 88 - 87.573 (meters) 287.31 (feet) ADJUSTED DE1029 ___________________________________________________________________ DE1029 GEOID HEIGHT- -30.32 (meters) GEOID99 DE1029 DYNAMIC HT - 87.480 (meters) 287.01 (feet) COMP DE1029 MODELED GRAV- 979,575.4 (mgal) NAVD 88 DE1029 DE1029 VERT ORDER - FIRST CLASS II DE1029 DE1029.The horizontal coordinates were scaled from a topographic map and have DE1029.an estimated accuracy of +/- 6 seconds. DE1029 DE1029.The orthometric height was determined by differential leveling DE1029.and adjusted by the National Geodetic Survey in June 1991. DE1029 DE1029.The geoid height was determined by GEOID99. DE1029 DE1029.The dynamic height is computed by dividing the NAVD 88 DE1029.geopotential number by the normal gravity value computed on the DE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1029.degrees latitude (g = 980.6199 gals.). DE1029 DE1029.The modeled gravity was interpolated from observed gravity values. DE1029 DE1029; North East Units Estimated Accuracy DE1029;SPC SC - 197,690. 534,990. MT (+/- 180 meters Scaled) DE1029 DE1029 SUPERSEDED SURVEY CONTROL DE1029 DE1029 NGVD 29 (??/??/92) 87.797 (m) 288.05 (f) ADJ UNCH 1 2 DE1029 DE1029.Superseded values are not recommended for survey control. DE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1029.See file dsdata.txt to determine how the superseded data were derived. DE1029 DE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT254195(NAD 83) DE1029_MARKER: DB = BENCH MARK DISK DE1029_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DE1029_STAMPING: V 49 1960 DE1029_MARK LOGO: CGS DE1029_PROJECTION: RECESSED 3 CENTIMETERS DE1029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1029+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE1029_ROD/PIPE-DEPTH: 7.16 meters DE1029 DE1029 HISTORY - Date Condition Report By DE1029 HISTORY - 1960 MONUMENTED CGS DE1029 HISTORY - 1979 GOOD NGS DE1029 HISTORY - 19920915 GOOD SCGS DE1029 HISTORY - 20001204 GOOD SCGS DE1029 HISTORY - 20030929 GOOD USPSQD DE1029 DE1029 STATION DESCRIPTION DE1029 DE1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1029'AT VAUCLUSE. DE1029'AT VAUCLUSE, AT THE CROSSING OF THE SOUTHERN RAILWAY AND STATE DE1029'HIGHWAY 191, ABOUT 0.35 MILE NORTH OF THE SCHOOL, ALONG THE DE1029'EAST BANK OF A SMALL LAKE, AT THE NORTHEAST CORNER OF A STEEL DE1029'FENCE AROUND A PRIVATE DOCK, 72 FEET WEST OF THE SOUTHWEST DE1029'RAIL FROM THE CENTER LINE OF HIGHWAY, 50 FEET NORTHWEST OF THE DE1029'CENTER LINE OF HIGHWAY, 5 FEET SOUTH OF THE FENCE CORNER, 1 FOOT DE1029'EAST OF THE NORTH-SOUTH FENCE LINE, 1 1/2 FEET NORTH OF A STEEL DE1029'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE CROSSING, AND DE1029'IS A DISK ON COPPER COATED STEEL ROD PROJECTING 2 INCHES AND DE1029'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3-INCHES. THE ROD DE1029'WAS DRIVEN TO REFUSAL AT A DEPTH OF 23 1/2 FEET. DE1029 DE1029 STATION RECOVERY (1979) DE1029 DE1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1029'THE MARK IS 2 FT S FROM A WITNESS POST. DE1029 DE1029 STATION RECOVERY (1992) DE1029 DE1029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1029'STATION IS LOCATED IN VAUCLUSE. OWNERSHIP--RAILROAD RIGHT OF WAY. DE1029'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND DE1029'STATE HIGHWAY 191, 1.95 MILES (3.14 KM) NORTHEAST OF VAULCLUSE, GO DE1029'SOUTHWEST ON HIGHWAY 191 FOR 1.95 MILES (3.14 KM) TO A RAILROAD DE1029'CROSSING AND THE STATION NEAR A FENCE LINE IN THE NORTHWEST ANGLE OF DE1029'THE CROSSING. DE1029'STATION IS A DISK ATTACHED TO A COPPER-CLAD STEEL ROD RECESSED 0.1 DE1029'FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE TRACKS, 50.7 FEET DE1029'(15.5 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.7 FEET (1.4 M) DE1029'SOUTH OF A CHAIN LINK FENCE CORNER POST, 71.5 FEET (21.8 M) WEST DE1029'SOUTHWEST OF THE WEST RAIL OF THE TRACKS, 53.1 FEET (16.2 M) DE1029'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL CONTROL BOX, 0.8 FOOT DE1029'(24.4 CM) EAST OF THE FENCE LINE, 1.9 FEET (0.6 M) SOUTH OF A WITNESS DE1029'POST. DE1029'RECOVERED BY T. HALL. DE1029 DE1029 STATION RECOVERY (2000) DE1029 DE1029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1029'STATION IS LOCATED 6.1 MILES (9.8 KM) NORTHEAST OF NORTH AUGUSTA. DE1029'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE1029'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE1029'SOUTH JUNCTION OF STATE HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD DE1029'GRANITEVILLE HIGHWAY) AND STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH DE1029'NORTHWEST OF AIKEN, GO WEST ON HIGHWAY 191 FOR 3.95 MILES (6.36 KM) TO DE1029'THE STATION ON THE RIGHT NEAR A FENCE LINE IN THE NORTHWEST ANGLE OF A DE1029'RAILROAD CROSSING. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD DE1029'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 50.7 FEET (15.5 M) DE1029'NORTHWEST OF THE CENTER OF THE HIGHWAY, 71.8 FEET (21.9 M) WEST OF THE DE1029'WEST RAIL OF THE TRACKS, 0.8 FOOT (24.4 CM) EAST OF THE FENCE LINE, DE1029'53.2 FEET (16.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A RAILROAD DE1029'SHED, 79.0 FEET (24.1 M) NORTH NORTHWEST OF A POWER POLE C-31448 WITH DE1029'A SECURITY LIGHT, 1.9 FEET (0.6 M) SOUTH OF A WITNESS POST. RECOVERED DE1029'BY M.J. UGGIANO. DE1029 DE1029 STATION RECOVERY (2003) DE1029 DE1029'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2374 *********************************************************************** DE2374 DESIGNATION - VAUCUSE DE2374 PID - DE2374 DE2374 STATE/COUNTY- SC/AIKEN DE2374 USGS QUAD - GRANITEVILLE (1980) DE2374 DE2374 *CURRENT SURVEY CONTROL DE2374 ___________________________________________________________________ DE2374* NAD 83(1986)- 33 37 16.54835(N) 081 49 27.55789(W) ADJUSTED DE2374* NAVD 88 - 138.32 (meters) 453.8 (feet) GPS OBS DE2374 ___________________________________________________________________ DE2374 LAPLACE CORR- -3.72 (seconds) DEFLEC99 DE2374 GEOID HEIGHT- -30.25 (meters) GEOID99 DE2374 DE2374 HORZ ORDER - FIRST DE2374 DE2374.The North Carolina/South Carolina HARNS have been completed but, DE2374.due to contractual restrictions, coordinates for these stations DE2374.will NOT be published in the near future. In the interim, the DE2374.published coordinates in North and South Carolina will not be DE2374.consistent with the Continuously Operating Reference Stations DE2374.(CORS). The HARN coordinates for these stations are available DE2374.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2374.Lapine(803-896-7700). DE2374. DE2374.In addition, the published North and South Carolina positions DE2374.(NAD 83 (1986)) are NOT consistent with those determined in DE2374.adjacent state readjustments. The discontinuity between stations DE2374.located in North or South Carolina and those in adjacent states DE2374.which have been adjusted to the HARN may be as much as 5 DE2374.decimeters. This will result in a significant loss of accuracy DE2374.over lines crossing such state borders. DE2374 DE2374 DE2374.The horizontal coordinates were established by GPS observations DE2374.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE2374 DE2374.The orthometric height was determined by GPS observations and a DE2374.high-resolution geoid model using precise GPS observation and DE2374.processing techniques. DE2374 DE2374.The Laplace correction was computed from DEFLEC99 derived deflections. DE2374 DE2374.The geoid height was determined by GEOID99. DE2374 DE2374; North East Units Scale Converg. DE2374;SPC SC - 198,579.403 533,125.477 MT 0.99979401 -0 27 25.2 DE2374;SPC SC - 651,507.23 1,749,099.33 iFT 0.99979401 -0 27 25.2 DE2374;UTM 17 - 3,720,468.275 423,538.478 MT 0.99967207 -0 27 23.2 DE2374 DE2374: Primary Azimuth Mark Grid Az DE2374:SPC SC - VAUCUSE AZ MK 141 52 23.6 DE2374:UTM 17 - VAUCUSE AZ MK 141 52 21.6 DE2374 DE2374|---------------------------------------------------------------------| DE2374| PID Reference Object Distance Geod. Az | DE2374| dddmmss.s | DE2374| DE3001 VAUCUSE AZ MK 1412458.4 | DE2374| DE3002 VAUCUSE RM 2 14.454 METERS 21207 | DE2374| DE2376 VAUCUSE RM 1 24.765 METERS 32511 | DE2374|---------------------------------------------------------------------| DE2374 DE2374 SUPERSEDED SURVEY CONTROL DE2374 DE2374 NAD 83(1986)- 33 37 16.54835(N) 081 49 27.55789(W) AD( ) 2 DE2374 NAD 27 - 33 37 16.06674(N) 081 49 28.15761(W) AD( ) 2 DE2374 NGVD 29 (07/19/86) 139.1 (m) 456. (f) VERT ANG DE2374 DE2374.Superseded values are not recommended for survey control. DE2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2374.See file dsdata.txt to determine how the superseded data were derived. DE2374 DE2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2353820468(NAD 83) DE2374_MARKER: DS = TRIANGULATION STATION DISK DE2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2374_STAMPING: VAUCUSE 1971 DE2374_MARK LOGO: CGS DE2374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2374+STABILITY: SURFACE MOTION DE2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2374+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 DE2374 DE2374 HISTORY - Date Condition Report By DE2374 HISTORY - 1971 MONUMENTED NGS DE2374 HISTORY - 19880311 GOOD USAF DE2374 HISTORY - 20001108 GOOD SCGS DE2374 HISTORY - 20030929 GOOD USPSQD DE2374 DE2374 STATION DESCRIPTION DE2374 DE2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) DE2374'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GRANITEVILLE, 5-1/4 DE2374'MILES SOUTH OF TRENTON AND 1-1/2 MILES NORTHWEST OF VAUCLUSE, ON THE DE2374'NORTHWEST SIDE OF INTERSTATE HIGHWAY 20 AND ON HIGHWAY RIGHT-OF-WAY DE2374'PROPERTY. DE2374' DE2374'TO REACH THE STATION FROM THE POST OFFICE IN VAUCLUSE, GO SOUTH ON DE2374'STATE HIGHWAY 191 FOR 0.05 MILE TO THE JUNCTION WITH COUNTY ROAD DE2374'145. TURN RIGHT AND GO NORTHWESTERLY ON ROAD 145 FOR 1.1 MILES TO DE2374'THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHWEST ON ROAD 145 FOR DE2374'0.2 MILE TO AN OVERPASS OVER INTERSTATE HIGHWAY 20. CONTINUE DE2374'NORTHWEST ON ROAD 145 FOR 0.05 MILE TO THE WEST END OF THE DE2374'BRIDGE AND THE STATION ON THE RIGHT. DE2374' DE2374'STATION MARK IS A STANDARD DISK, STAMPED VAUCUSE 1971, SET IN THE DE2374'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH DE2374'THE GROUND SURFACE. IT IS 27.0 FEET NORTHEAST OF THE CENTERLINE OF DE2374'COUNTY ROAD 145, 16.6 FEET NORTH OF THE NORTHWEST END OF THE DE2374'BRIDGE AND 9.0 FEET NORTHEAST OF A METAL GUARD RAIL. THE DE2374'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES DE2374'BELOW THE GROUND SURFACE. DE2374' DE2374'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VAUCUSE NO 1 1971, SET DE2374'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH DE2374'WITH THE GROUND SURFACE. IT IS 36.0 FEET NORTHEAST OF THE DE2374'CENTERLINE OF ROAD 145, 23.2 FEET SOUTHEAST OF A CONCRETE DE2374'RIGHT-OF-WAY MARKER, 17.7 FEET FEET NORTHEAST OF THE GUARD RAIL DE2374'AND ABOUT 2 FEET LOWER THAN THE STATION. DE2374' DE2374'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VAUCUSE NO 2 1971, DE2374'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE POST AT THE WEST DE2374'END OF THE BRIDGE, THE POST PROJECTS ABOUT 4 FEET. IT IS 20.0 FEET DE2374'SOUTHEAST OF THE CENTERLINE OF ROAD 145 AND ABOUT 4 FEET HIGHER DE2374'THAN THE STATION. DE2374' DE2374'AZIMUTH MARK IS A STANDARD DISK, STAMPED VAUCUSE 1971, SET IN THE DE2374'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5 DE2374'INCHES ABOVE THE GROUND. IT IS 34.0 FEET SOUTHWEST OF THE CENTERLINE DE2374'OF COUNTY ROAD 145 AND 1.5 FEET SOUTHWEST OF A WITNESS POST. DE2374' DE2374'RESULTS OF A SECOND ORDER TRAVERSE. DE2374 DE2374 STATION RECOVERY (1988) DE2374 DE2374'RECOVERY NOTE BY US AIR FORCE 1988 (DCS) DE2374'RECOVERED IN GOOD CONDITION. DE2374 DE2374 STATION RECOVERY (2000) DE2374 DE2374'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2374'STATION IS LOCATED 11.6 MILES (18.7 KM) NORTHEAST OF NORTH AUGUSTA, DE2374'7.3 MILES (11.7 KM) NORTHWEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF DE2374'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2374'803-737-1350. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE DE2374'HIGHWAYS 19 AND 191, 6.0 MILES (9.7 KM) NORTH NORTHEAST OF AIKEN, GO DE2374'WEST ON HIGHWAY 191 FOR 4.0 MILES (6.4 KM) TO THE JUNCTION OF STATE DE2374'ROAD 105 (WALTON STREET) , TURN RIGHT ON ROAD 105 FOR 1.3 MILES (2.1 DE2374'KM) TO THE STATION ON THE RIGHT NEAR A GUARD RAIL AT THE NORTH CORNER DE2374'OF A BRIDGE OVER INTERSTATE 20. STATION IS A CONCRETE POST FLUSH WITH DE2374'THE GROUND AND LEVEL WITH THE ROAD, 27.8 FEET (8.5 M) EAST NORTHEAST DE2374'OF THE CENTER OF THE ROAD, 9.5 FEET (2.9 M) EAST NORTHEAST OF THE DE2374'NORTHEAST GUARDRAIL, 14.8 FEET (4.5 M) NORTH OF THE NORTH CORNER OF DE2374'THE BRIDGE, 18.9 FEET (5.8 M) SOUTH SOUTHEAST OF A WOODEN FENCE POST DE2374'WITH A SCGS REFERENCE WASHER ATTACHED, 81.2 FEET (24.7 M) SOUTH DE2374'SOUTHEAST OF REFERENCE MARK VAUCUSE RM 1. NOTE-STATION IS MARGINAL AS DE2374'A GPS SITE. RECOVERED BY R.P. MCKEOWN. DE2374 DE2374 STATION RECOVERY (2003) DE2374 DE2374'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2374'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE8600 *********************************************************************** DE8600 DESIGNATION - VILLE RESET DE8600 PID - DE8600 DE8600 STATE/COUNTY- SC/AIKEN DE8600 USGS QUAD - NORTH AUGUSTA (1980) DE8600 DE8600 *CURRENT SURVEY CONTROL DE8600 ___________________________________________________________________ DE8600* NAD 83(1986)- 33 34 45.30437(N) 081 54 02.54573(W) ADJUSTED DE8600* NAVD 88 - 150.27 (meters) 493.0 (feet) GPS OBS DE8600 ___________________________________________________________________ DE8600 LAPLACE CORR- -4.19 (seconds) DEFLEC99 DE8600 GEOID HEIGHT- -30.13 (meters) GEOID99 DE8600 DE8600 HORZ ORDER - FIRST DE8600 DE8600.The North Carolina/South Carolina HARNS have been completed but, DE8600.due to contractual restrictions, coordinates for these stations DE8600.will NOT be published in the near future. In the interim, the DE8600.published coordinates in North and South Carolina will not be DE8600.consistent with the Continuously Operating Reference Stations DE8600.(CORS). The HARN coordinates for these stations are available DE8600.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE8600.Lapine(803-896-7700). DE8600. DE8600.In addition, the published North and South Carolina positions DE8600.(NAD 83 (1986)) are NOT consistent with those determined in DE8600.adjacent state readjustments. The discontinuity between stations DE8600.located in North or South Carolina and those in adjacent states DE8600.which have been adjusted to the HARN may be as much as 5 DE8600.decimeters. This will result in a significant loss of accuracy DE8600.over lines crossing such state borders. DE8600 DE8600 DE8600.The horizontal coordinates were established by GPS observations DE8600.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE8600 DE8600.The orthometric height was determined by GPS observations and a DE8600.high-resolution geoid model using precise GPS observation and DE8600.processing techniques. DE8600 DE8600.The Laplace correction was computed from DEFLEC99 derived deflections. DE8600 DE8600.The geoid height was determined by GEOID99. DE8600 DE8600; North East Units Scale Converg. DE8600;SPC SC - 193,979.887 525,998.558 MT 0.99979489 -0 29 57.7 DE8600;SPC SC - 636,416.95 1,725,717.05 iFT 0.99979489 -0 29 57.7 DE8600;UTM 17 - 3,715,869.185 416,412.449 MT 0.99968614 -0 29 53.5 DE8600 DE8600 SUPERSEDED SURVEY CONTROL DE8600 DE8600.No superseded survey control is available for this station. DE8600 DE8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1641215869(NAD 83) DE8600_MARKER: DH = HORIZONTAL CONTROL DISK DE8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8600_STAMPING: VILLE 1971 2001 DE8600_MARK LOGO: NGS DE8600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8600+STABILITY: SURFACE MOTION DE8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8600+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 DE8600 DE8600 HISTORY - Date Condition Report By DE8600 HISTORY - 2001 MONUMENTED SCGS DE8600 HISTORY - 20031006 GOOD USPSQD DE8600 DE8600 STATION DESCRIPTION DE8600 DE8600'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE8600'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTHEAST OF NORTH AUGUSTA, DE8600'10.5 MILES (16.9 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF DE8600'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE8600'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. DE8600'HIGHWAY 25, STATE HIGHWAY 121 AND INTERSTATE 20 (EXIT 5) , 4.1 MILES DE8600'(6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO NORTH NORTHEAST ON HIGHWAY 25 DE8600'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 253 (RIDGE ROAD) DE8600', TURN RIGHT ON ROAD 253 FOR 2.2 MILES (3.5 KM) TO A FORK JUNCTION OF DE8600'STATE ROAD 2088 (TAYLOR POND ROAD) , BEAR LEFT ON ROAD 2088 FOR 0.4 DE8600'MILE (0.6 KM) TO A SHARP BEND LEFT AND THE STATION ON THE RIGHT IN AN DE8600'OPEN AREA ACROSS A FENCE LINE FOR THE INTERSTATE RIGHT OF WAY. DE8600'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 17.0 FEET (5.2 M) DE8600'SOUTH SOUTHEAST OF A FENCE POST WITH A SCGS REFERENCE WASHER ATTACHED, DE8600'68.6 FEET (20.9 M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, FOUR DE8600'GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 1.4 FEET (0.4 M) EAST DE8600'OF A WITNESS POST. NOTE-THIS STATION WAS SET DIRECTLY ABOVE THE DE8600'UNDERGROUND MONUMENT OF STATION VILLE. DESCRIBED BY T. HALL. DE8600 DE8600 STATION RECOVERY (2003) DE8600 DE8600'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE8600'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE2385 *********************************************************************** DE2385 DESIGNATION - VILLE RM 1 DE2385 PID - DE2385 DE2385 STATE/COUNTY- SC/AIKEN DE2385 USGS QUAD - NORTH AUGUSTA (1980) DE2385 DE2385 *CURRENT SURVEY CONTROL DE2385 ___________________________________________________________________ DE2385* NAD 83(1986)- 33 34 45.79841(N) 081 54 02.03345(W) ADJUSTED DE2385* NAVD 88 - 150.1 (meters) 492. (feet) VERTCON DE2385 ___________________________________________________________________ DE2385 LAPLACE CORR- -4.19 (seconds) DEFLEC99 DE2385 GEOID HEIGHT- -30.13 (meters) GEOID99 DE2385 DE2385 HORZ ORDER - SECOND DE2385 DE2385.The North Carolina/South Carolina HARNS have been completed but, DE2385.due to contractual restrictions, coordinates for these stations DE2385.will NOT be published in the near future. In the interim, the DE2385.published coordinates in North and South Carolina will not be DE2385.consistent with the Continuously Operating Reference Stations DE2385.(CORS). The HARN coordinates for these stations are available DE2385.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2385.Lapine(803-896-7700). DE2385. DE2385.In addition, the published North and South Carolina positions DE2385.(NAD 83 (1986)) are NOT consistent with those determined in DE2385.adjacent state readjustments. The discontinuity between stations DE2385.located in North or South Carolina and those in adjacent states DE2385.which have been adjusted to the HARN may be as much as 5 DE2385.decimeters. This will result in a significant loss of accuracy DE2385.over lines crossing such state borders. DE2385 DE2385 DE2385.The horizontal coordinates were established by classical geodetic methods DE2385.and adjusted by the National Geodetic Survey in July 1986. DE2385 DE2385.The NAVD 88 height was computed by applying the VERTCON shift value to DE2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DE2385 DE2385.The Laplace correction was computed from DEFLEC99 derived deflections. DE2385 DE2385.The geoid height was determined by GEOID99. DE2385 DE2385; North East Units Scale Converg. DE2385;SPC SC - 193,994.990 526,011.899 MT 0.99979488 -0 29 57.4 DE2385;SPC SC - 636,466.50 1,725,760.82 iFT 0.99979488 -0 29 57.4 DE2385;UTM 17 - 3,715,884.287 416,425.787 MT 0.99968611 -0 29 53.2 DE2385 DE2385: Primary Azimuth Mark Grid Az DE2385:SPC SC - GRANITE 076 53 02.1 DE2385:UTM 17 - GRANITE 076 52 57.9 DE2385 DE2385|---------------------------------------------------------------------| DE2385| PID Reference Object Distance Geod. Az | DE2385| dddmmss.s | DE2385| DE2375 GRANITE APPROX. 5.9 KM 0762304.7 | DE2385| DE2386 VILLE 20.162 METERS 22049 | DE2385|---------------------------------------------------------------------| DE2385 DE2385 SUPERSEDED SURVEY CONTROL DE2385 DE2385 NAD 27 - 33 34 45.31685(N) 081 54 02.62855(W) AD( ) 2 DE2385 NGVD 29 (07/19/86) 150.3 (m) 493. (f) VERT ANG DE2385 DE2385.Superseded values are not recommended for survey control. DE2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2385.See file dsdata.txt to determine how the superseded data were derived. DE2385 DE2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1642615884(NAD 83) DE2385_MARKER: DR = REFERENCE MARK DISK DE2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2385_STAMPING: VILLE NO 1 1971 DE2385_MARK LOGO: CGS DE2385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2385+STABILITY: SURFACE MOTION DE2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2385+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003 DE2385 DE2385 HISTORY - Date Condition Report By DE2385 HISTORY - 1971 MONUMENTED NGS DE2385 HISTORY - 20001108 GOOD SCGS DE2385 HISTORY - 20031006 GOOD USPSQD DE2385 DE2385 STATION DESCRIPTION DE2385 DE2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 DE2385'TO REACH STATION VILLE FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 20 DE2385'AND U.S. HIGHWAY 25, IN THE NORTHEAST SECTION OF NORTH AUGUSTA, GO DE2385'NORTHERLY ON U.S. HIGHWAY 25 FOR 2.1 MILES TO A SIDE ROAD RIGHT, DE2385'ROAD S-19-255. TURN RIGHT AND GO EASTERLY ON ROAD S-19-255 FOR 2.2 DE2385'MILES TO A FORK. BEAR LEFT AND CONTINUE EASTERLY FOR 0.4 MILE TO DE2385'THE END OF PAVEMENT AND STATION VILLE ON THE RIGHT. DE2385' DE2385'THE MARK IS A STANDARD DISK, STAMPED VILLE NO 1 1971, SET IN DE2385'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 DE2385'INCHES ABOVE THE GROUND SURFACE. IT IS 69 FEET NORTHEAST OF THE DE2385'WITNESS POST, 57 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1.6 DE2385'FEET SOUTH OF THE POWER LINE POLE AND ABOUT 2 FEET LOWER IN DE2385'ELEVATION THAN THE STATION. DE2385 DE2385 STATION RECOVERY (2000) DE2385 DE2385'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2385'STATION IS LOCATED 6.5 MILES (10.5 KM) NORTHEAST OF NORTH AUGUSTA, DE2385'10.5 MILES (16.9 KM) WEST OF AIKEN. OWNERSHIP--SCDOT, DIRECTOR OF DE2385'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2385'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. DE2385'HIGHWAY 25, STATE HIGHWAY 121 AND INTERSTATE 20 (EXIT 5) , 4.1 MILES DE2385'(6.6 KM) NORTHEAST OF NORTH AUGUSTA, GO NORTH NORTHEAST ON HIGHWAY 25 DE2385'FOR 2.1 MILES (3.4 KM) TO THE JUNCTION OF STATE ROAD 253 (RIDGE ROAD) DE2385', TURN RIGHT ON ROAD 253 FOR 2.2 MILES (3.5 KM) TO A FORK JUNCTION OF DE2385'STATION ROAD 2088 (TAYLOR POND ROAD) , BEAR LEFT ON ROAD 2088 FOR 0.4 DE2385'MILE (0.6 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. STATION DE2385'IS A CONCRETE POST BLANK, 8.4 FEET (2.6 M) NORTHWEST OF THE POWER POLE DE2385'WITH A SCGS REFERENCE WASHER ATTACHED, 14.4 FEET (4.4 M) WEST DE2385'NORTHWEST OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER DE2385'ATTACHED, 8.3 FEET (2.5 M) NORTHWEST OF A WITNESS POST. RECOVERED BY DE2385'R.P. MCKEOWN. DE2385 DE2385 STATION RECOVERY (2003) DE2385 DE2385'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE2385'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE1026 *********************************************************************** DE1026 DESIGNATION - Y 49 DE1026 PID - DE1026 DE1026 STATE/COUNTY- SC/AIKEN DE1026 USGS QUAD - GRANITEVILLE (1980) DE1026 DE1026 *CURRENT SURVEY CONTROL DE1026 ___________________________________________________________________ DE1026* NAD 83(1986)- 33 35 50.78343(N) 081 48 34.59983(W) ADJUSTED DE1026* NAVD 88 - 76.200 (meters) 250.00 (feet) ADJUSTED DE1026 ___________________________________________________________________ DE1026 LAPLACE CORR- -3.43 (seconds) DEFLEC99 DE1026 GEOID HEIGHT- -30.33 (meters) GEOID99 DE1026 DYNAMIC HT - 76.119 (meters) 249.73 (feet) COMP DE1026 MODELED GRAV- 979,572.2 (mgal) NAVD 88 DE1026 DE1026 HORZ ORDER - FIRST DE1026 VERT ORDER - FIRST CLASS II DE1026 DE1026.The North Carolina/South Carolina HARNS have been completed but, DE1026.due to contractual restrictions, coordinates for these stations DE1026.will NOT be published in the near future. In the interim, the DE1026.published coordinates in North and South Carolina will not be DE1026.consistent with the Continuously Operating Reference Stations DE1026.(CORS). The HARN coordinates for these stations are available DE1026.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1026.Lapine(803-896-7700). DE1026. DE1026.In addition, the published North and South Carolina positions DE1026.(NAD 83 (1986)) are NOT consistent with those determined in DE1026.adjacent state readjustments. The discontinuity between stations DE1026.located in North or South Carolina and those in adjacent states DE1026.which have been adjusted to the HARN may be as much as 5 DE1026.decimeters. This will result in a significant loss of accuracy DE1026.over lines crossing such state borders. DE1026 DE1026 DE1026.The horizontal coordinates were established by GPS observations DE1026.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE1026 DE1026.The orthometric height was determined by differential leveling DE1026.and adjusted by the National Geodetic Survey in June 1991. DE1026 DE1026.The Laplace correction was computed from DEFLEC99 derived deflections. DE1026 DE1026.The geoid height was determined by GEOID99. DE1026 DE1026.The dynamic height is computed by dividing the NAVD 88 DE1026.geopotential number by the normal gravity value computed on the DE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1026.degrees latitude (g = 980.6199 gals.). DE1026 DE1026.The modeled gravity was interpolated from observed gravity values. DE1026 DE1026; North East Units Scale Converg. DE1026;SPC SC - 195,926.838 534,469.493 MT 0.99979444 -0 26 55.9 DE1026;SPC SC - 642,804.59 1,753,508.84 iFT 0.99979444 -0 26 55.9 DE1026;UTM 17 - 3,717,816.054 424,882.359 MT 0.99966956 -0 26 52.9 DE1026 DE1026 SUPERSEDED SURVEY CONTROL DE1026 DE1026 NAVD 88 (11/18/02) 76.20 (m) 250.0 (f) LEVELING 3 DE1026 NGVD 29 (??/??/92) 76.424 (m) 250.73 (f) ADJ UNCH 1 2 DE1026 DE1026.Superseded values are not recommended for survey control. DE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1026.See file dsdata.txt to determine how the superseded data were derived. DE1026 DE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT2488217816(NAD 83) DE1026_MARKER: DB = BENCH MARK DISK DE1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1026_STAMPING: Y 49 1960 DE1026_MARK LOGO: CGS DE1026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1026+STABILITY: SURFACE MOTION DE1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1026+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000 DE1026 DE1026 HISTORY - Date Condition Report By DE1026 HISTORY - 1960 MONUMENTED CGS DE1026 HISTORY - 1979 GOOD NGS DE1026 HISTORY - 19920915 GOOD SCGS DE1026 HISTORY - 20001205 GOOD SCGS DE1026 HISTORY - 20031001 MARK NOT FOUND USPSQD DE1026 DE1026 STATION DESCRIPTION DE1026 DE1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1026'1.2 MI S FROM VAUCLUSE. DE1026'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE DE1026'CROSSING OF STATE HIGHWAY 191 AT VAUCLUSE, ABOUT 2.25 MILES DE1026'NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GRANITEVILLE, DE1026'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 191 FROM THE SCHOOL DE1026'AT VAUCLUSE, 0.2 MILE NORTH OF MILEPOST S 49, AT A POINT WHERE DE1026'THE HIGHWAY BENDS SOUTHWEST AWAY FROM THE TRACK AND PARALLELS THE DE1026'TRACK TO THE NORTH, 60 1/2 FEET WEST OF THE WEST RAIL, 74 FEET DE1026'EAST OF THE CENTER LINE OF HIGHWAY, 107 FEET NORTH OF THE FIRST DE1026'POWER LINE POLE SOUTH OF A SMALL RAVINE, 2 FEET SOUTH OF A STEEL DE1026'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND DE1026'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH. DE1026 DE1026 STATION RECOVERY (1979) DE1026 DE1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DE1026'RECOVERED IN GOOD CONDITION. DE1026 DE1026 STATION RECOVERY (1992) DE1026 DE1026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE1026'STATION IS LOCATED 2.35 MILES (3.78 KM) NORTH OF GRANITEVILLE, 1.05 DE1026'MILES (1.69 KM) SOUTH OF VAULCLUSE. OWNERSHIP--RAILROAD RIGHT OF WAY. DE1026'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 1, 78 DE1026'AND STATE HIGHWAY 191 (MAIN STREET), 0.55 MILE (0.89 KM) SOUTH OF DE1026'GRANITEVILLE, GO NORTH ON HIGHWAY 191 FOR 0.6 MILE (1.0 KM) TO THE DE1026'JUNCTION OF STATE ROAD 70 (AIKEN ROAD) AND HIGHWAY 191 BEARS RIGHT DE1026'CROSSING A SET OF RAILROAD TRACKS, BEAR RIGHT ON HIGHWAY 191 (CANAL DE1026'STREET) FOR 0.8 MILE (1.3 KM) TO A SHARP BEND LEFT OF HIGHWAY 191, DE1026'TURN LEFT ON HIGHWAY 191 FOR 1.75 MILES (2.82 KM) TO THE STATION ON DE1026'THE RIGHT NEAR A POWER POLE NUMBER 2/6/279813 IN AN OPEN AREA. DE1026'STATION IS A CONCRETE POST RECESSED 0.3-FOOT AND 2.0 FEET (0.6 M) DE1026'ABOVE THE HIGHWAY, 74.2 FEET (22.6 M) EAST SOUTHEAST OF THE CENTER OF DE1026'THE HIGHWAY, 9.6 FEET (2.9 M) EAST SOUTHEAST OF THE POWER POLE, 45.1 DE1026'FEET (13.7 M) WEST NORTHWEST OF THE WEST RAIL OF THE WESTERN MOST SET DE1026'OF RAILROAD TRACKS, 1.5 FEET (0.5 M) NORTH OF A WITNESS POST. DE1026'RECOVERED BY T. HALL. DE1026 DE1026 STATION RECOVERY (2000) DE1026 DE1026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1026'STATION IS LOCATED 5.7 MILES (9.2 KM) WEST NORTHWEST OF AIKEN, 11.1 DE1026'MILES (17.9 KM) NORTHEAST OF NORTH AUGUSTA. OWNERSHIP--RAILROAD RIGHT DE1026'OF WAY. TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE DE1026'HIGHWAYS 19 (EDGEFIELD HIGHWAY) , 191 (OLD GRANITEVILLE HIGHWAY) AND DE1026'STATE ROAD 153, 6.3 MILES (10.1 KM) NORTH NORTHWEST OF AIKEN, GO WEST DE1026'ON HIGHWAY 191 FOR 5.1 MILES (8.2 KM) TO THE STATION NEAR A POWER POLE DE1026'ON THE LEFT. STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) DE1026'AND 2.0 FEET (0.6 M) ABOVE THE HIGHWAY, 73.7 FEET (22.5 M) EAST DE1026'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 9.6 FEET (2.9 M) SOUTHEAST OF DE1026'THE POWER POLE NUMBER 26/279813, 45.5 FEET (13.9 M) WEST NORTHWEST OF DE1026'THE WEST RAIL OF A SET OF RAILROAD TRACKS, 1.5 FEET (0.5 M) NORTH DE1026'NORTHEAST OF A WITNESS POST. RECOVERED BY M.J. UGGIANO. DE1026 DE1026 STATION RECOVERY (2003) DE1026 DE1026'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC) DE1026'ROAD CLOSED DUE TO BRIDGE REPAIRS.