1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE3266 *********************************************************************** DE3266 DESIGNATION - 32 001 DE3266 PID - DE3266 DE3266 STATE/COUNTY- SC/LEXINGTON DE3266 USGS QUAD - LEXINGTON (1987) DE3266 DE3266 *CURRENT SURVEY CONTROL DE3266 ___________________________________________________________________ DE3266* NAD 83(1986)- 33 58 32. (N) 081 14 08. (W) SCALED DE3266* NAVD 88 - 93.040 (meters) 305.25 (feet) ADJUSTED DE3266 ___________________________________________________________________ DE3266 GEOID HEIGHT- -30.81 (meters) GEOID99 DE3266 DYNAMIC HT - 92.944 (meters) 304.93 (feet) COMP DE3266 MODELED GRAV- 979,605.5 (mgal) NAVD 88 DE3266 DE3266 VERT ORDER - FIRST CLASS II DE3266 DE3266.The horizontal coordinates were scaled from a topographic map and have DE3266.an estimated accuracy of +/- 6 seconds. DE3266 DE3266.The orthometric height was determined by differential leveling DE3266.and adjusted by the National Geodetic Survey in March 1994. DE3266 DE3266.The geoid height was determined by GEOID99. DE3266 DE3266.The dynamic height is computed by dividing the NAVD 88 DE3266.geopotential number by the normal gravity value computed on the DE3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3266.degrees latitude (g = 980.6199 gals.). DE3266 DE3266.The modeled gravity was interpolated from observed gravity values. DE3266 DE3266; North East Units Estimated Accuracy DE3266;SPC SC - 237,590. 587,840. MT (+/- 180 meters Scaled) DE3266 DE3266 SUPERSEDED SURVEY CONTROL DE3266 DE3266.No superseded survey control is available for this station. DE3266 DE3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT782594(NAD 83) DE3266_MARKER: DD = SURVEY DISK DE3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3266_STAMPING: 32 001 1993 DE3266_MARK LOGO: SCGS DE3266_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3266+STABILITY: SURFACE MOTION DE3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE3266+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 DE3266 DE3266 HISTORY - Date Condition Report By DE3266 HISTORY - 1993 MONUMENTED SCGS DE3266 HISTORY - 19950925 GOOD SCGS DE3266 HISTORY - 20000613 GOOD SCGS DE3266 DE3266 STATION DESCRIPTION DE3266 DE3266'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE3266'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--SCDHPT, DIRECTOR OF DE3266'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3266'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE3266'1 (EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, DE3266'GO SOUTH SOUTHWEST ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION DE3266'ON THE LEFT NEAR THE WEST END OF A BRICK CHURCH SIGN (NEW BETHEL AME) DE3266'WITH AN IRON BELL MOUNTED ON TOP. STATION IS A CONCRETE POST FLUSH DE3266'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 10.1 FEET DE3266'(3.1 M) EAST OF THE EAST EDGE OF A SIDEWALK, 32.5 FEET (9.9 M) EAST DE3266'OF THE CENTER OF THE HIGHWAY, 2.5 FEET (0.8 M) WEST OF THE SOUTHWEST DE3266'CORNER OF THE SIGN, 97.0 FEET (29.6 M) WEST SOUTHWEST OF THE DE3266'NORTHWEST CORNER OF A BRICK CHURCH BUILDING (NEW BETHEL AME), 62.4 DE3266'FEET (19.0 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK DE3266'RETAINING WALL, 85.6 FEET (26.1 M) NORTH OF A POWER POLE NUMBER DE3266'00111/58/2500 WITH A STREET LIGHT AND A GUY WIRE. DESCRIBED BY C.E. DE3266'GEOGHEGAN. DE3266 DE3266 STATION RECOVERY (1995) DE3266 DE3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DE3266'RECOVERED AS DESCRIBED. DE3266 DE3266 STATION RECOVERY (2000) DE3266 DE3266'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3266'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE3266'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE3266'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE3266'1 (EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO DE3266'SOUTH SOUTHWEST ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION ON DE3266'THE LEFT NEAR THE WEST END OF A BRICK CHURCH SIGN (NEW BETHEL A.M.E.) DE3266'WITH AN IRON BELL MOUNTED ON TOP. STATION IS A CONCRETE POST FLUSH DE3266'WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 10.1 FEET (3.1 M) EAST OF DE3266'THE EAST EDGE OF A SIDEWALK, 32.3 FEET (9.8 M) EAST OF THE CENTER OF DE3266'THE HIGHWAY, 2.4 FEET (0.7 M) WEST OF THE SOUTHWEST CORNER OF THE DE3266'SIGN, 98.4 FEET (30.0 M) WEST OF THE SOUTHWEST CORNER OF THE CHURCH, DE3266'62.3 FEET (19.0 M) WEST NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK DE3266'RETAINING WALL, 85.5 FEET (26.1 M) NORTH OF A POWER POLE NUMBER DE3266'00111/2500. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE3267 *********************************************************************** DE3267 DESIGNATION - 32 002 DE3267 PID - DE3267 DE3267 STATE/COUNTY- SC/LEXINGTON DE3267 USGS QUAD - LEXINGTON (1987) DE3267 DE3267 *CURRENT SURVEY CONTROL DE3267 ___________________________________________________________________ DE3267* NAD 83(1986)- 33 58 50. (N) 081 14 10. (W) SCALED DE3267* NAVD 88 - 119.587 (meters) 392.35 (feet) ADJUSTED DE3267 ___________________________________________________________________ DE3267 GEOID HEIGHT- -30.80 (meters) GEOID99 DE3267 DYNAMIC HT - 119.464 (meters) 391.94 (feet) COMP DE3267 MODELED GRAV- 979,606.7 (mgal) NAVD 88 DE3267 DE3267 VERT ORDER - FIRST CLASS II DE3267 DE3267.The horizontal coordinates were scaled from a topographic map and have DE3267.an estimated accuracy of +/- 6 seconds. DE3267 DE3267.The orthometric height was determined by differential leveling DE3267.and adjusted by the National Geodetic Survey in March 1994. DE3267 DE3267.The geoid height was determined by GEOID99. DE3267 DE3267.The dynamic height is computed by dividing the NAVD 88 DE3267.geopotential number by the normal gravity value computed on the DE3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3267.degrees latitude (g = 980.6199 gals.). DE3267 DE3267.The modeled gravity was interpolated from observed gravity values. DE3267 DE3267; North East Units Estimated Accuracy DE3267;SPC SC - 238,140. 587,790. MT (+/- 180 meters Scaled) DE3267 DE3267 SUPERSEDED SURVEY CONTROL DE3267 DE3267.No superseded survey control is available for this station. DE3267 DE3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT781600(NAD 83) DE3267_MARKER: DD = SURVEY DISK DE3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3267_STAMPING: 32 002 1993 DE3267_MARK LOGO: SCGS DE3267_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3267+STABILITY: SURFACE MOTION DE3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3267+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 DE3267 DE3267 HISTORY - Date Condition Report By DE3267 HISTORY - 1993 MONUMENTED SCGS DE3267 HISTORY - 19950925 GOOD SCGS DE3267 HISTORY - 20000613 GOOD SCGS DE3267 DE3267 STATION DESCRIPTION DE3267 DE3267'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE3267'STATION IS LOCATED NEAR A HISTORICAL MARKER SIGN FOR THE LEXINGTON DE3267'COUNTY COURTHOUSE IN THE WEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 1 DE3267'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON. DE3267'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3267'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST DE3267'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 4.6 DE3267'FEET (1.4 M) SOUTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY 1 DE3267'SIDEWALK, 42.5 FEET (13.0 M) WEST NORTHWEST OF THE NORTHWEST EDGE OF DE3267'THE HIGHWAY 6 SIDEWALK, 3.6 FEET (1.1 M) NORTHEAST OF THE HISTORICAL DE3267'SIGN POST, 43.3 FEET (13.2 M) NORTHEAST OF THE EAST CORNER OF THE DE3267'COURTHOUSE, 28.4 FEET (8.7 M) EAST SOUTHEAST OF A FLAG POLE EAST OF DE3267'THE THE COURTHOUSE ENTRANCE, 13.5 FEET (4.1 M) NORTHWEST OF THE DE3267'CENTER OF A MANHOLE COVER IN THE HIGHWAY 6 SIDEWALK, 7.7 FEET DE3267'(2.3 M) EAST SOUTHEAST OF A WITNESS POST. DESCRIBED BY C.E. DE3267'GEOGHEGAN. DE3267 DE3267 STATION RECOVERY (1995) DE3267 DE3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DE3267'RECOVERED AS DESCRIBED. DE3267 DE3267 STATION RECOVERY (2000) DE3267 DE3267'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3267'STATION IS LOCATED NEAR A HISTORICAL MARKER SIGN FOR THE LEXINGTON DE3267'COURTHOUSES IN THE WEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 1 (EAST DE3267'MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON. DE3267'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE3267'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST DE3267'FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 4.6 DE3267'FEET (1.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY 1 DE3267'SIDEWALK, 10.2 FEET (3.1 M) NORTHWEST OF THE NORTHWEST EDGE OF THE DE3267'HIGHWAY 6 SIDEWALK, 3.5 FEET (1.1 M) NORTHEAST OF THE HISTORICAL SIGN DE3267'POST, 43.3 FEET (13.2 M) NORTHEAST OF THE EAST CORNER OF THE DE3267'COURTHOUSE, 31.0 FEET (9.4 M) EAST SOUTHEAST OF A FLAGPOLE SOUTHEAST DE3267'OF THE COURTHOUSE ENTRANCE, 7.8 FEET (2.4 M) WEST NORTHWEST OF A DE3267'WITNESS POST. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE3268 *********************************************************************** DE3268 DESIGNATION - 32 003 DE3268 PID - DE3268 DE3268 STATE/COUNTY- SC/LEXINGTON DE3268 USGS QUAD - LEXINGTON (1987) DE3268 DE3268 *CURRENT SURVEY CONTROL DE3268 ___________________________________________________________________ DE3268* NAD 83(1986)- 33 59 09. (N) 081 14 04. (W) SCALED DE3268* NAVD 88 - 121.263 (meters) 397.84 (feet) ADJUSTED DE3268 ___________________________________________________________________ DE3268 GEOID HEIGHT- -30.80 (meters) GEOID99 DE3268 DYNAMIC HT - 121.138 (meters) 397.43 (feet) COMP DE3268 MODELED GRAV- 979,607.9 (mgal) NAVD 88 DE3268 DE3268 VERT ORDER - FIRST CLASS II DE3268 DE3268.The horizontal coordinates were scaled from a topographic map and have DE3268.an estimated accuracy of +/- 6 seconds. DE3268 DE3268.The orthometric height was determined by differential leveling DE3268.and adjusted by the National Geodetic Survey in March 1994. DE3268 DE3268.The geoid height was determined by GEOID99. DE3268 DE3268.The dynamic height is computed by dividing the NAVD 88 DE3268.geopotential number by the normal gravity value computed on the DE3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE3268.degrees latitude (g = 980.6199 gals.). DE3268 DE3268.The modeled gravity was interpolated from observed gravity values. DE3268 DE3268; North East Units Estimated Accuracy DE3268;SPC SC - 238,730. 587,940. MT (+/- 180 meters Scaled) DE3268 DE3268 SUPERSEDED SURVEY CONTROL DE3268 DE3268.No superseded survey control is available for this station. DE3268 DE3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT783606(NAD 83) DE3268_MARKER: DD = SURVEY DISK DE3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3268_STAMPING: 32 003 1993 DE3268_MARK LOGO: SCGS DE3268_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3268+STABILITY: SURFACE MOTION DE3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3268+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 DE3268 DE3268 HISTORY - Date Condition Report By DE3268 HISTORY - 1993 MONUMENTED SCGS DE3268 HISTORY - 20000613 GOOD SCGS DE3268 DE3268 STATION DESCRIPTION DE3268 DE3268'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE3268'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--LEXINGTON ELEMENTARY DE3268'SCHOOL. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 DE3268'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO DE3268'NORTHEAST ON HIGHWAY 6 FOR 0.35 MILE (0.56 KM) TO THE JUNCTION OF DE3268'STATE ROAD 227 (WINGARD AVENUE) LEFT AND THE STATION ON THE RIGHT IN DE3268'THE NORTHEAST ANGLE OF THE EXIT DRIVE FOR THE LEXINGTON ELEMENTARY DE3268'SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET DE3268'(0.6 M) ABOVE THE EXIT DRIVE, 80.4 FEET (24.5 M) EAST SOUTHEAST OF DE3268'THE EAST EDGE OF THE SIDEWALK OF THE HIGHWAY, 18.0 FEET (5.5 M) NORTH DE3268'NORTHEAST OF THE NORTH EDGE OF THE SIDEWALK OF THE EXIT DRIVE, 86.4 DE3268'FEET (26.3 M) SOUTHEAST OF A FIRE HYDRANT NUMBER 76, 117.0 FEET DE3268'(35.7 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 361000, 95.5 FEET DE3268'(29.1 M) EAST NORTHEAST OF A POWER POLE NUMBER 359480 WITH A STREET DE3268'LIGHT, 109.9 FEET (33.5 M) WEST SOUTHWEST OF A METAL LAMP POST FOR A DE3268'PLAYGROUND. DESCRIBED BY C.E. GEOGHEGAN. DE3268 DE3268 STATION RECOVERY (2000) DE3268 DE3268'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE3268'STATION IS LOCATED IN LEXINGTON. OWNERSHIP--LEXINGTON ELEMENTARY DE3268'SCHOOL. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 DE3268'(EAST MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO DE3268'NORTHEAST ON HIGHWAY 6 FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE DE3268'RIGHT IN THE NORTHEAST ANGLE OF THE EXIT DRIVE FOR LEXINGTON DE3268'ELEMENTARY SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND DE3268'AND 2.0 FEET (0.6 M) ABOVE THE EXIT DRIVE, 80.4 FEET (24.5 M) EAST DE3268'SOUTHEAST OF THE EAST EDGE OF THE HIGHWAY SIDEWALK, 37.6 FEET (11.5 M) DE3268'NORTH NORTHEAST OF THE CENTER OF THE DRIVE, 86.2 FEET (26.3 M) DE3268'SOUTHEAST OF A FIRE HYDRANT, 116.7 FEET (35.6 M) SOUTH SOUTHEAST OF A DE3268'POWER POLE 36100/1100/010A, 95.5 FEET (29.1 M) EAST OF A POWER POLE DE3268'359480/00044 WITH A STREET LIGHT, 109.9 FEET (33.5 M) WEST SOUTHWEST DE3268'OF A METAL LAMP POST FOR A PLAYGROUND. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3028 *********************************************************************** EC3028 DESIGNATION - 32 004 EC3028 PID - EC3028 EC3028 STATE/COUNTY- SC/LEXINGTON EC3028 USGS QUAD - IRMO (1990) EC3028 EC3028 *CURRENT SURVEY CONTROL EC3028 ___________________________________________________________________ EC3028* NAD 83(1986)- 34 00 05. (N) 081 13 43. (W) SCALED EC3028* NAVD 88 - 90.147 (meters) 295.76 (feet) ADJUSTED EC3028 ___________________________________________________________________ EC3028 GEOID HEIGHT- -30.78 (meters) GEOID99 EC3028 DYNAMIC HT - 90.054 (meters) 295.45 (feet) COMP EC3028 MODELED GRAV- 979,610.8 (mgal) NAVD 88 EC3028 EC3028 VERT ORDER - FIRST CLASS II EC3028 EC3028.The horizontal coordinates were scaled from a topographic map and have EC3028.an estimated accuracy of +/- 6 seconds. EC3028 EC3028.The orthometric height was determined by differential leveling EC3028.and adjusted by the National Geodetic Survey in September 1998. EC3028 EC3028.The geoid height was determined by GEOID99. EC3028 EC3028.The dynamic height is computed by dividing the NAVD 88 EC3028.geopotential number by the normal gravity value computed on the EC3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3028.degrees latitude (g = 980.6199 gals.). EC3028 EC3028.The modeled gravity was interpolated from observed gravity values. EC3028 EC3028; North East Units Estimated Accuracy EC3028;SPC SC - 240,450. 588,480. MT (+/- 180 meters Scaled) EC3028 EC3028 SUPERSEDED SURVEY CONTROL EC3028 EC3028.No superseded survey control is available for this station. EC3028 EC3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT788623(NAD 83) EC3028_MARKER: DD = SURVEY DISK EC3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3028_STAMPING: 32 004 1993 EC3028_MARK LOGO: SCGS EC3028_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3028+STABILITY: SURFACE MOTION EC3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EC3028+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3028 EC3028 HISTORY - Date Condition Report By EC3028 HISTORY - 1993 MONUMENTED SCGS EC3028 HISTORY - 19940216 GOOD SCGS EC3028 HISTORY - 20000612 GOOD SCGS EC3028 EC3028 STATION DESCRIPTION EC3028 EC3028'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3028'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH NORTHEAST OF LEXINGTON. EC3028'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3028'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3028'NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH EC3028'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE EC3028'(1.05 KM) TO THE JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD), TURN EC3028'LEFT ON ROAD 485 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT EC3028'NEAR A TRAFFIC SIGNAL WARNING SIGN. STATION IS A CONCRETE POST FLUSH EC3028'WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 18.4 FEET EC3028'(5.6 M) SOUTH OF THE CENTER OF THE ROAD, 66.0 FEET (20.1 M) WEST EC3028'NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH CURB OF A SMALL BRIDGE EC3028'OVER A CREEK, 57.4 FEET (17.5 M) NORTHWEST OF A TELEPHONE JUNCTION EC3028'BOX SUPPORT POST, 4.1 FEET (1.2 M) SOUTH SOUTHWEST OF A WITNESS POST EC3028'AT THE TRAFFIC SIGN. DESCRIBED BY C.E. GEOGHEGAN. EC3028 EC3028 STATION RECOVERY (1994) EC3028 EC3028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) EC3028'RECOVERED AS DESCRIBED. EC3028 EC3028 STATION RECOVERY (2000) EC3028 EC3028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3028'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH NORTHEAST OF LEXINGTON. EC3028'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3028'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3028'JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (LAKE DRIVE) IN EC3028'LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE EC3028'JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD) , TURN LEFT ON ROAD 485 EC3028'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR A FIRE HYDRANT. EC3028'STATION IS A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) AND 0.5 FOOT EC3028'(15.2 CM) BELOW THE ROAD, 18.7 FEET (5.7 M) SOUTH SOUTHWEST OF THE EC3028'CENTER OF THE ROAD, 66.0 FEET (20.1 M) WEST NORTHWEST OF THE SOUTHWEST EC3028'CORNER OF THE SOUTH CURB OF A SMALL BRIDGE OVER A CREEK, 7.3 FEET (2.2 EC3028'M) NORTH OF THE FIRE HYDRANT, 56.4 FEET (17.2 M) SOUTH SOUTHEAST OF A EC3028'TELEPHONE JUNCTION BOX 1152/005 WITH A SUPPORT POST, 4.1 FEET (1.2 M) EC3028'SOUTHWEST OF A WITNESS POST AT A TRAFFIC SIGN. NOTE-STATION POST HAS EC3028'BEEN CHIPPED BUT DISK STABLE AND UNDISTURBED. RECOVERED BY J.B. EC3028'SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3029 *********************************************************************** EC3029 DESIGNATION - 32 005 EC3029 PID - EC3029 EC3029 STATE/COUNTY- SC/LEXINGTON EC3029 USGS QUAD - IRMO (1990) EC3029 EC3029 *CURRENT SURVEY CONTROL EC3029 ___________________________________________________________________ EC3029* NAD 83(1986)- 34 00 31. (N) 081 13 30. (W) SCALED EC3029* NAVD 88 - 101.975 (meters) 334.56 (feet) ADJUSTED EC3029 ___________________________________________________________________ EC3029 GEOID HEIGHT- -30.77 (meters) GEOID99 EC3029 DYNAMIC HT - 101.870 (meters) 334.22 (feet) COMP EC3029 MODELED GRAV- 979,612.5 (mgal) NAVD 88 EC3029 EC3029 VERT ORDER - FIRST CLASS II EC3029 EC3029.The horizontal coordinates were scaled from a topographic map and have EC3029.an estimated accuracy of +/- 6 seconds. EC3029 EC3029.The orthometric height was determined by differential leveling EC3029.and adjusted by the National Geodetic Survey in March 1994. EC3029 EC3029.The geoid height was determined by GEOID99. EC3029 EC3029.The dynamic height is computed by dividing the NAVD 88 EC3029.geopotential number by the normal gravity value computed on the EC3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3029.degrees latitude (g = 980.6199 gals.). EC3029 EC3029.The modeled gravity was interpolated from observed gravity values. EC3029 EC3029; North East Units Estimated Accuracy EC3029;SPC SC - 241,250. 588,820. MT (+/- 180 meters Scaled) EC3029 EC3029 SUPERSEDED SURVEY CONTROL EC3029 EC3029.No superseded survey control is available for this station. EC3029 EC3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT792631(NAD 83) EC3029_MARKER: DD = SURVEY DISK EC3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3029_STAMPING: 32 005 1993 EC3029_MARK LOGO: SCGS EC3029_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3029+STABILITY: SURFACE MOTION EC3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3029+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3029 EC3029 HISTORY - Date Condition Report By EC3029 HISTORY - 1993 MONUMENTED SCGS EC3029 HISTORY - 20000612 GOOD SCGS EC3029 EC3029 STATION DESCRIPTION EC3029 EC3029'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3029'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHEAST OF LEXINGTON. EC3029'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE NORTHEAST JUNCTION EC3029'OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH LAKE DRIVE) IN EC3029'LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE EC3029'JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD), CONTINUE ON HIGHWAY 6 EC3029'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A STONE SIGN EC3029'(CARRIAGE HILL LAKES) IN A MEDIAN AT THE ENTRANCE TO CARRIAGE HILL EC3029'LAKES SUBDIVISION (CUMBERLAND DRIVE). STATION IS A CONCRETE POST EC3029'FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 2.0 FEET (0.6 M) EC3029'WEST NORTHWEST OF THE WEST EDGE OF THE CURB SURROUNDING THE MEDIAN, EC3029'37.8 FEET (11.5 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.9 EC3029'FEET (1.5 M) EAST SOUTHEAST OF THE EAST FACE OF THE EAST STONE PILLAR EC3029'ON EACH END OF THE SIGN, 13.0 FEET (4.0 M) SOUTH SOUTHWEST OF THE EC3029'CENTER OF THE ENTRANCE TO CARRIAGE HILL LAKES, 16.4 FEET (5.0 M) EC3029'NORTH NORTHEAST OF THE EXIT OF CARRIAGE HILL LAKES, 32.8 FEET EC3029'(10.0 M) SOUTH SOUTHWEST OF A RIGHT OF WAY MARKER (PLASTIC CAP ON EC3029'RE-BAR). DESCRIBED BY C.E. GEOGHEGAN. EC3029 EC3029 STATION RECOVERY (2000) EC3029 EC3029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3029'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTH NORTHEAST OF LEXINGTON. EC3029'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3029'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3029'JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (LAKE DRIVE) IN EC3029'LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.65 MILE (1.05 KM) TO THE EC3029'JUNCTION OF STATE ROAD 485 (OLD CHEROKEE ROAD) , CONTINUE ON HIGHWAY 6 EC3029'FOR 0.5 MILE (0.8 KM) TO THE STATION ON THE LEFT NEAR A STONE SIGN EC3029'(CARRIAGE HILL LAKES) IN A MEDIAN AT ENTRANCE TO CARRIAGE HILL LAKES EC3029'SUBDIVISION (CUMBERLAND DRIVE) . STATION IS A CONCRETE POST RECESSED EC3029'0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE HIGHWAY, 38.3 FEET EC3029'(11.7 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 5.0 FEET (1.5 M) EC3029'EAST SOUTHEAST OF THE EAST FACE OF THE EAST ONE OF TWO STONE PILLARS EC3029'OF THE SIGN, 2.0 FEET (0.6 M) WEST NORTHWEST OF THE WEST EDGE OF OF EC3029'THE CURB SURROUNDING THE MEDIAN, 12.8 FEET (3.9 M) SOUTH SOUTHWEST OF EC3029'THE CENTER OF THE ENTRANCE TO CARRIAGE HILL LAKES, 62.4 FEET (19.0 M) EC3029'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING (LEXINGTON EC3029'FOOT CLINIC) , 46.8 FEET (14.3 M) NORTH OF A POWER POLE NUMBER 473347 EC3029'WITH A SECURITY LIGHT, TRANSFORMER AND GUY WIRE. RECOVERED BY J.B. EC3029'SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3032 *********************************************************************** EC3032 DESIGNATION - 32 006 EC3032 PID - EC3032 EC3032 STATE/COUNTY- SC/LEXINGTON EC3032 USGS QUAD - IRMO (1990) EC3032 EC3032 *CURRENT SURVEY CONTROL EC3032 ___________________________________________________________________ EC3032* NAD 83(1986)- 34 01 37. (N) 081 13 15. (W) SCALED EC3032* NAVD 88 - 121.518 (meters) 398.68 (feet) ADJUSTED EC3032 ___________________________________________________________________ EC3032 GEOID HEIGHT- -30.75 (meters) GEOID99 EC3032 DYNAMIC HT - 121.394 (meters) 398.27 (feet) COMP EC3032 MODELED GRAV- 979,617.1 (mgal) NAVD 88 EC3032 EC3032 VERT ORDER - FIRST CLASS II EC3032 EC3032.The horizontal coordinates were scaled from a topographic map and have EC3032.an estimated accuracy of +/- 6 seconds. EC3032 EC3032.The orthometric height was determined by differential leveling EC3032.and adjusted by the National Geodetic Survey in March 1994. EC3032 EC3032.The geoid height was determined by GEOID99. EC3032 EC3032.The dynamic height is computed by dividing the NAVD 88 EC3032.geopotential number by the normal gravity value computed on the EC3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3032.degrees latitude (g = 980.6199 gals.). EC3032 EC3032.The modeled gravity was interpolated from observed gravity values. EC3032 EC3032; North East Units Estimated Accuracy EC3032;SPC SC - 243,290. 589,210. MT (+/- 180 meters Scaled) EC3032 EC3032 SUPERSEDED SURVEY CONTROL EC3032 EC3032.No superseded survey control is available for this station. EC3032 EC3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT796651(NAD 83) EC3032_MARKER: DD = SURVEY DISK EC3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3032_STAMPING: 32 006 1992 EC3032_MARK LOGO: SCGS EC3032_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3032+STABILITY: SURFACE MOTION EC3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EC3032+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3032 EC3032 HISTORY - Date Condition Report By EC3032 HISTORY - 1993 MONUMENTED SCGS EC3032 HISTORY - 1998 GOOD USPSQD EC3032 HISTORY - 20000612 GOOD SCGS EC3032 EC3032 STATION DESCRIPTION EC3032 EC3032'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3032'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTH NORTHEAST OF LEXINGTON, EC3032'4.55 MILES (7.32 KM) SOUTH SOUTHWEST OF IRMO. OWNERSHIP--SCDHPT, EC3032'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3032'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3032'HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE DRIVE), 2.6 MILES EC3032'(4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 2.7 MILES EC3032'(4.3 KM) TO THE JUNCTION OF STATE ROAD 939 (JAKES LANDING ROAD), TURN EC3032'RIGHT ON ROAD 939 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT EC3032'NEAR A WOOD RAIL FENCE CORNER. STATION IS A CONCRETE POST FLUSH WITH EC3032'THE GROUND AND LEVEL WITH THE ROAD, 12.9 FEET (3.9 M) SOUTH SOUTHWEST EC3032'OF THE CENTER OF THE ROAD, 126.8 FEET (38.6 M) WEST OF THE CENTER OF EC3032'THE HIGHWAY, 78.2 FEET (23.8 M) NORTH OF THE NORTHWEST CORNER OF A EC3032'GARAGE ATTACHED TO A WOOD AND BRICK TWO-STORY HOUSE, 3.2 FEET EC3032'(1.0 M) EAST SOUTHEAST OF THE CORNER POST OF THE FENCE, 35.5 FEET EC3032'(10.8 M) EAST OF A 0.8-FOOT SYCAMORE TREE IN THE YARD OF A MOBILE EC3032'HOME, 6.5 FEET (2.0 M) NORTH NORTHEAST OF A WITNESS POST IN A CHAIN EC3032'LINK FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN. EC3032 EC3032 STATION RECOVERY (1998) EC3032 EC3032'RECOVERY NOTE BY US POWER SQUADRON 1998 EC3032'RECOVERED IN GOOD CONDITION. EC3032 EC3032 STATION RECOVERY (2000) EC3032 EC3032'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3032'STATION IS LOCATED 3.3 MILES (5.3 KM) NORTH NORTHEAST OF LEXINGTON, EC3032'4.5 MILES (7.2 KM) SOUTH SOUTHWEST OF IRMO. OWNERSHIP--SCDOT, EC3032'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3032'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3032'HIGHWAYS 60 (LAKE MURRAY BOULEVARD) , 6 (NORTH LAKE DRIVE) AND STATE EC3032'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC3032'SOUTH ON HIGHWAY 6 FOR 2.7 MILES (4.3 KM) TO THE JUNCTION OF STATE EC3032'ROAD 939 (JAKES LANDING ROAD) , TURN RIGHT ON ROAD 939 FOR 0.05 MILE EC3032'(0.08 KM) TO THE STATION ON THE LEFT NEAR A WOOD RAIL CORNER POST. EC3032'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH EC3032'ROAD 939, 14.6 FEET (4.5 M) SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, EC3032'128.1 FEET (39.0 M) WEST NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.2 EC3032'FEET (1.0 M) EAST SOUTHEAST OF THE WOODEN FENCE CORNER POST, 48.8 FEET EC3032'(14.9 M) WEST SOUTHWEST OF A POWER POLE NUMBER 480393 WITH TWO GUY EC3032'WIRES AND A SECURITY LIGHT, 6.6 FEET (2.0 M) NORTH NORTHEAST OF A EC3032'WITNESS POST IN A CHAIN LINK FENCE LINE. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AA4208 *********************************************************************** AA4208 DESIGNATION - 32 036 AA4208 PID - AA4208 AA4208 STATE/COUNTY- SC/LEXINGTON AA4208 USGS QUAD - BARR LAKE (1986) AA4208 AA4208 *CURRENT SURVEY CONTROL AA4208 ___________________________________________________________________ AA4208* NAD 83(1986)- 33 59 35.63932(N) 081 18 17.76825(W) ADJUSTED AA4208* NAVD 88 - 165.349 (meters) 542.48 (feet) ADJUSTED AA4208 ___________________________________________________________________ AA4208 LAPLACE CORR- -2.25 (seconds) DEFLEC99 AA4208 GEOID HEIGHT- -30.67 (meters) GEOID99 AA4208 DYNAMIC HT - 165.180 (meters) 541.93 (feet) COMP AA4208 MODELED GRAV- 979,607.6 (mgal) NAVD 88 AA4208 AA4208 HORZ ORDER - FIRST AA4208 VERT ORDER - FIRST CLASS II AA4208 AA4208.The North Carolina/South Carolina HARNS have been completed but, AA4208.due to contractual restrictions, coordinates for these stations AA4208.will NOT be published in the near future. In the interim, the AA4208.published coordinates in North and South Carolina will not be AA4208.consistent with the Continuously Operating Reference Stations AA4208.(CORS). The HARN coordinates for these stations are available AA4208.upon request. Contact Gary Thompson(919-733-3836), or Lewis AA4208.Lapine(803-896-7700). AA4208. AA4208.In addition, the published North and South Carolina positions AA4208.(NAD 83 (1986)) are NOT consistent with those determined in AA4208.adjacent state readjustments. The discontinuity between stations AA4208.located in North or South Carolina and those in adjacent states AA4208.which have been adjusted to the HARN may be as much as 5 AA4208.decimeters. This will result in a significant loss of accuracy AA4208.over lines crossing such state borders. AA4208 AA4208 AA4208.The horizontal coordinates were established by GPS observations AA4208.and adjusted by the National Geodetic Survey in August 2000. AA4208 AA4208.The orthometric height was determined by differential leveling AA4208.and adjusted by the National Geodetic Survey in September 1998. AA4208 AA4208.The Laplace correction was computed from DEFLEC99 derived deflections. AA4208 AA4208.The geoid height was determined by GEOID99. AA4208 AA4208.The dynamic height is computed by dividing the NAVD 88 AA4208.geopotential number by the normal gravity value computed on the AA4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4208.degrees latitude (g = 980.6199 gals.). AA4208 AA4208.The modeled gravity was interpolated from observed gravity values. AA4208 AA4208; North East Units Scale Converg. AA4208;SPC SC - 239,566.123 581,431.760 MT 0.99980958 -0 10 08.6 AA4208;SPC SC - 785,978.09 1,907,584.51 iFT 0.99980958 -0 10 08.6 AA4208;UTM 17 - 3,761,447.582 471,837.573 MT 0.99960978 -0 10 13.8 AA4208 AA4208|---------------------------------------------------------------------| AA4208| PID Reference Object Distance Geod. Az | AA4208| dddmmss.s | AA4208| AI6966 2788 C 312.512 METERS 35646 | AA4208|---------------------------------------------------------------------| AA4208 AA4208 SUPERSEDED SURVEY CONTROL AA4208 AA4208.No superseded survey control is available for this station. AA4208 AA4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7183861448(NAD 83) AA4208_MARKER: DD = SURVEY DISK AA4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4208_STAMPING: 32 036 1994 AA4208_MARK LOGO: SCGS AA4208_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AA4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4208+STABILITY: SURFACE MOTION AA4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4208+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000 AA4208 AA4208 HISTORY - Date Condition Report By AA4208 HISTORY - 1994 MONUMENTED SCGS AA4208 HISTORY - 19951127 GOOD SCDOT AA4208 HISTORY - 20000602 GOOD SCGS AA4208 AA4208 STATION DESCRIPTION AA4208 AA4208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) AA4208'STATION IS LOCATED 4.0 MILES (6.4 KM) WEST NORTHWEST OF LEXINGTON. AA4208'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, AA4208'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST AA4208'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), AA4208'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 AA4208'FOR 2.9 MILES (4.7 KM) TO THE STATION NEAR THE SOUTHWEST CORNER OF A AA4208'CHAIN LINK FENCE SURROUNDING THE BACKYARD OF A BRICK HOUSE IN THE AA4208'NORTHEAST ANGLE OF STATE ROAD 204 (CHARTER OAK AND SAINT PETERS AA4208'ROADS). STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 AA4208'FOOT (0.3 M) ABOVE THE HIGHWAY, 32.7 FEET (10.0 M) NORTH OF THE NORTH AA4208'CORNER OF A TELEPHONE JUNCTION BOX NUMBER 7204/011, 128.5 FEET (39.2 AA4208'M) NORTH NORTHEAST OF THE CENTER OF THE HIGHWAY, 43.8 FEET (13.4 M) AA4208'EAST OF THE CENTER OF THE ROAD, 11.8 FEET (3.6 M) EAST OF THE AA4208'SOUTHWEST FENCE CORNER, 66.6 FEET (20.3 M) WEST OF THE SOUTHWEST AA4208'CORNER OF THE HOUSE, 67.9 FEET (20.7 M) NORTH NORTHEAST OF A FIRE AA4208'HYDRANT, 1.1 FEET (0.3 M) SOUTH OF A WITNESS POST IN THE FENCE LINE. AA4208'DESCRIBED BY C.E. GEOGHEGAN. AA4208 AA4208 STATION RECOVERY (1995) AA4208 AA4208'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB) AA4208'RECOVERED AS DESCRIBED. AA4208 AA4208 STATION RECOVERY (2000) AA4208 AA4208'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4208'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTHWEST OF LEXINGTON, 8.7 AA4208'MILES (14.0 KM) EAST NORTHEAST OF GILBERT. OWNERSHIP--SCDOT, DIRECTOR AA4208'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE AA4208'803-737-1350. TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. AA4208'HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON ROAD) , 1.2 MILES (1.9 AA4208'KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 2.9 MILES AA4208'(4.7 KM) TO THE STATION ON THE RIGHT NEAR THE SOUTHWEST CORNER OF A AA4208'PARKING LOT FO AN EXXON GAS STATION IN THE NORTHEAST ANGLE OF THE AA4208'JUNCTION OF STATE ROAD 204 (SAINT PETERS ROD) . STATION IS A CONCRETE AA4208'POST FLUSH WITH THE GROUND AND 4.0 FEET (1.2 M) ABOVE THE HIGHWAY, AA4208'20.8 FEET (6.3 M) EAST NORTHEAST OF A BELLSOUTH PHONE BOOTH, 3.8 FEET AA4208'(1.2 M) NORTH OF A POWER POLE NUMBER 434802 WITH TWO GUY WIRES AND A AA4208'SCGS REFERENCE WASHER ATTACHED, 40.5 FEET (12.3 M) NORTH OF A FIRE AA4208'HYDRANT, 44.0 FEET (13.4 M) WEST OF THE CENTER OF ROAD 204, 23.6 FEET AA4208'(7.2 M) SOUTH OF THE BLANK END OF A 1.2-FOOT CONCRETE PIPE CULVERT AA4208'BENEATH THE ENTRANCE TO THE GAS STATION, 1.0 FOOT (0.3 M) SOUTH OF A AA4208'WITNESS POST. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AA4207 *********************************************************************** AA4207 DESIGNATION - 32 037 AA4207 PID - AA4207 AA4207 STATE/COUNTY- SC/LEXINGTON AA4207 USGS QUAD - BARR LAKE (1986) AA4207 AA4207 *CURRENT SURVEY CONTROL AA4207 ___________________________________________________________________ AA4207* NAD 83(1986)- 33 59 33. (N) 081 17 14. (W) SCALED AA4207* NAVD 88 - 146.321 (meters) 480.05 (feet) ADJUSTED AA4207 ___________________________________________________________________ AA4207 GEOID HEIGHT- -30.70 (meters) GEOID99 AA4207 DYNAMIC HT - 146.171 (meters) 479.56 (feet) COMP AA4207 MODELED GRAV- 979,608.5 (mgal) NAVD 88 AA4207 AA4207 VERT ORDER - FIRST CLASS II AA4207 AA4207.The horizontal coordinates were scaled from a topographic map and have AA4207.an estimated accuracy of +/- 6 seconds. AA4207 AA4207.The orthometric height was determined by differential leveling AA4207.and adjusted by the National Geodetic Survey in September 1998. AA4207 AA4207.The geoid height was determined by GEOID99. AA4207 AA4207.The dynamic height is computed by dividing the NAVD 88 AA4207.geopotential number by the normal gravity value computed on the AA4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4207.degrees latitude (g = 980.6199 gals.). AA4207 AA4207.The modeled gravity was interpolated from observed gravity values. AA4207 AA4207; North East Units Estimated Accuracy AA4207;SPC SC - 239,480. 583,070. MT (+/- 180 meters Scaled) AA4207 AA4207 SUPERSEDED SURVEY CONTROL AA4207 AA4207.No superseded survey control is available for this station. AA4207 AA4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT734613(NAD 83) AA4207_MARKER: DD = SURVEY DISK AA4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4207_STAMPING: 32 037 1994 AA4207_MARK LOGO: SCGS AA4207_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AA4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4207+STABILITY: SURFACE MOTION AA4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA4207+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 AA4207 AA4207 HISTORY - Date Condition Report By AA4207 HISTORY - 1994 MONUMENTED SCGS AA4207 HISTORY - 19950925 GOOD SCGS AA4207 HISTORY - 20000613 GOOD SCGS AA4207 AA4207 STATION DESCRIPTION AA4207 AA4207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) AA4207'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF LEXINGTON. AA4207'OWNERSHIP--MYRTLE KYZER, 532 WEST HIGHWAY 378, LEXINGTON, SC 29072, AA4207'PHONE 803-359-3980. TO REACH THE STATION FROM THE WEST JUNCTION OF AA4207'U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), 1.2 MILES AA4207'(1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 1.9 AA4207'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD), AA4207'TURN RIGHT ON ROAD 172 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE AA4207'RIGHT NEAR AN OLD WOOD-SIDED SHED. STATION IS A CONCRETE POST FLUSH AA4207'WITH THE GROUND AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 57.8 FEET (17.6 AA4207'M) EAST SOUTHEAST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2 M) WEST AA4207'NORTHWEST OF THE NORTHWEST CORNER OF THE SHED, 42.1 FEET (12.8 M) EAST AA4207'NORTHEAST OF A POWER POLE NUMBER 245966 WITH A TRANSFORMER, 74.9 FEET AA4207'(22.8 M) NORTH OF THE NORTHWEST CORNER OF A VINYL-SIDED HOUSE, 43.2 AA4207'FEET (13.2 M) WEST SOUTHWEST OF A SECURITY LIGHT POLE, 42.2 FEET (12.9 AA4207'M) EAST NORTHEAST OF A WITNESS POST AT THE POWER POLE. DESCRIBED BY AA4207'C.E. GEOGHEGAN. AA4207 AA4207 STATION RECOVERY (1995) AA4207 AA4207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) AA4207'RECOVERED AS DESCRIBED. AA4207 AA4207 STATION RECOVERY (2000) AA4207 AA4207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4207'STATION IS LOCATED 3.0 MILES (4.8 KM) WEST NORTHWEST OF LEXINGTON. AA4207'OWNERSHIP--MYRTLE KYZER, 532 WEST HIGHWAY 378, LEXINGTON, SC 29072, AA4207'PHONE 803-359-3980. TO REACH THE STATION FROM THE WEST JUNCTION OF AA4207'U.S. HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON ROAD) , 1.2 MILES AA4207'(1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 FOR 1.9 AA4207'MILES (3.1 KM) TO THE JUNCTION OF STATE ROAD 172 (WISE FERRY ROAD) , AA4207'TURN RIGHT ON ROAD 172 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE AA4207'RIGHT NEAR AN OLD WOOD-SIDED SHED. STATION IS A CONCRETE POST AA4207'RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE ROAD, 62.6 FEET (19.1 M) AA4207'EAST SOUTHEAST OF THE CENTER OF THE ROAD, 7.2 FEET (2.2 M) WEST OF THE AA4207'NORTHWEST CORNER OF THE SHED, 41.9 FEET (12.8 M) EAST NORTHEAST OF A AA4207'POWER POLE NUMBER 245966 WITH A TRANSFORMER, 3.1 FEET (0.9 M) WEST AA4207'SOUTHWEST OF A SECURITY LIGHT POLE, 41.9 FEET (12.8 M) EAST NORTHEAST AA4207'OF A WITNESS POST. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AA4206 *********************************************************************** AA4206 DESIGNATION - 32 038 AA4206 PID - AA4206 AA4206 STATE/COUNTY- SC/LEXINGTON AA4206 USGS QUAD - BARR LAKE (1986) AA4206 AA4206 *CURRENT SURVEY CONTROL AA4206 ___________________________________________________________________ AA4206* NAD 83(1986)- 33 59 03. (N) 081 16 08. (W) SCALED AA4206* NAVD 88 - 126.672 (meters) 415.59 (feet) ADJUSTED AA4206 ___________________________________________________________________ AA4206 GEOID HEIGHT- -30.74 (meters) GEOID99 AA4206 DYNAMIC HT - 126.542 (meters) 415.16 (feet) COMP AA4206 MODELED GRAV- 979,607.2 (mgal) NAVD 88 AA4206 AA4206 VERT ORDER - FIRST CLASS II AA4206 AA4206.The horizontal coordinates were scaled from a topographic map and have AA4206.an estimated accuracy of +/- 6 seconds. AA4206 AA4206.The orthometric height was determined by differential leveling AA4206.and adjusted by the National Geodetic Survey in September 1998. AA4206 AA4206.The geoid height was determined by GEOID99. AA4206 AA4206.The dynamic height is computed by dividing the NAVD 88 AA4206.geopotential number by the normal gravity value computed on the AA4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4206.degrees latitude (g = 980.6199 gals.). AA4206 AA4206.The modeled gravity was interpolated from observed gravity values. AA4206 AA4206; North East Units Estimated Accuracy AA4206;SPC SC - 238,550. 584,760. MT (+/- 180 meters Scaled) AA4206 AA4206 SUPERSEDED SURVEY CONTROL AA4206 AA4206.No superseded survey control is available for this station. AA4206 AA4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT751604(NAD 83) AA4206_MARKER: DD = SURVEY DISK AA4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4206_STAMPING: 32 038 1994 AA4206_MARK LOGO: SCGS AA4206_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AA4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4206+STABILITY: SURFACE MOTION AA4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA4206+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 AA4206 AA4206 HISTORY - Date Condition Report By AA4206 HISTORY - 1994 MONUMENTED SCGS AA4206 HISTORY - 19950925 GOOD SCGS AA4206 HISTORY - 20000613 GOOD SCGS AA4206 AA4206 STATION DESCRIPTION AA4206 AA4206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) AA4206'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF LEXINGTON. AA4206'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, AA4206'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST AA4206'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), AA4206'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON HIGHWAY 378 AA4206'FOR 0.7 MILE (1.1 KM) TO THE JUNCTION OF STATE ROAD 857 (WOODVINE AA4206'DRIVE), TURN LEFT ON ROAD 857 FOR 0.05 MILE (0.08 KM) TO THE STATION AA4206'ON THE LEFT NEAR A POWER POLE AT THE SOUTHEAST CORNER OF A CHAIN LINK AA4206'FENCE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH AA4206'THE ROAD, 18.2 FEET (5.5 M) EAST OF THE CENTER OF THE ROAD, 10.2 FEET AA4206'(3.1 M) NORTH OF THE POWER POLE NUMBER 48483 WITH A GUY WIRE, AA4206'TRANSFORMER AND A SECURITY LIGHT, 63.8 FEET (19.4 M) NORTHWEST OF THE AA4206'NORTHWEST CORNER OF A TRI-LEVEL BRICK HOUSE, 14.1 FEET (4.3 M) NORTH AA4206'OF THE NORTHEAST CORNER OF A 4.0-FOOT SQUARE CONCRETE COVER FOR A AA4206'STORM DRAIN, 109.9 FEET (33.5 M) SOUTH SOUTHEAST OF THE SOUTH END OF A AA4206'1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY LEADING TO A AA4206'SHINGLE-SIDED HOUSE, 1.5 FEET (0.5 M) WEST OF A WITNESS POST IN THE AA4206'FENCE LINE. DESCRIBED BY C.E. GEOGHEGAN. AA4206 AA4206 STATION RECOVERY (1995) AA4206 AA4206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) AA4206'RECOVERED AS DESCRIBED. STATION IS 4.7 FEET (1.4 M) WEST-NORTHWEST OF AA4206'A WITNESS POST IN A CHAIN LINK FENCE LINE. AA4206 AA4206 STATION RECOVERY (2000) AA4206 AA4206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4206'STATION IS LOCATED 1.8 MILES (2.9 KM) WEST OF LEXINGTON. AA4206'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, AA4206'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE AA4206'WEST JUNCTION OF U.S. HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON AA4206'ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO WEST NORTHWEST ON AA4206'HIGHWAY 378 FOR 0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 857 AA4206'(WOODVINE ROAD) , TURN LEFT ON ROAD 857 FOR 0.05 MILE (0.08 KM) TO THE AA4206'STATION ON THE LEFT NEAR A POWER POLE AT THE SOUTHWEST CORNER OF A AA4206'CHAIN LINK FENCE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 AA4206'CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 18.0 FEET (5.5 M) EAST OF AA4206'THE CENTER OF THE ROAD, 10.2 FEET (3.1 M) NORTH OF THE POWER POLE AA4206'NUMBER 48483 WITH GUY WIRE AND TRANSFORMER, 14.2 FEET (4.3 M) NORTH AA4206'NORTHEAST OF THE NORTHEAST CORNER OF A 4.0-FOOT SQUARE CONCRETE COVER AA4206'FOR A STORM DRAIN, 9.5 FEET (2.9 M) NORTH NORTHWEST OF THE SOUTHWEST AA4206'CORNER CHAIN LINK FENCE POST, 4.8 FEET (1.5 M) WEST NORTHWEST OF A AA4206'WITNESS POST IN THE FENCE LINE. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AA4205 *********************************************************************** AA4205 DESIGNATION - 32 039 AA4205 PID - AA4205 AA4205 STATE/COUNTY- SC/LEXINGTON AA4205 USGS QUAD - BARR LAKE (1986) AA4205 AA4205 *CURRENT SURVEY CONTROL AA4205 ___________________________________________________________________ AA4205* NAD 83(1986)- 33 58 59. (N) 081 15 12. (W) SCALED AA4205* NAVD 88 - 134.283 (meters) 440.56 (feet) ADJUSTED AA4205 ___________________________________________________________________ AA4205 GEOID HEIGHT- -30.77 (meters) GEOID99 AA4205 DYNAMIC HT - 134.145 (meters) 440.11 (feet) COMP AA4205 MODELED GRAV- 979,607.2 (mgal) NAVD 88 AA4205 AA4205 VERT ORDER - FIRST CLASS II AA4205 AA4205.The horizontal coordinates were scaled from a topographic map and have AA4205.an estimated accuracy of +/- 6 seconds. AA4205 AA4205.The orthometric height was determined by differential leveling AA4205.and adjusted by the National Geodetic Survey in September 1998. AA4205 AA4205.The geoid height was determined by GEOID99. AA4205 AA4205.The dynamic height is computed by dividing the NAVD 88 AA4205.geopotential number by the normal gravity value computed on the AA4205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4205.degrees latitude (g = 980.6199 gals.). AA4205 AA4205.The modeled gravity was interpolated from observed gravity values. AA4205 AA4205; North East Units Estimated Accuracy AA4205;SPC SC - 238,430. 586,200. MT (+/- 180 meters Scaled) AA4205 AA4205 SUPERSEDED SURVEY CONTROL AA4205 AA4205.No superseded survey control is available for this station. AA4205 AA4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT766603(NAD 83) AA4205_MARKER: DD = SURVEY DISK AA4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4205_STAMPING: 32 039 1994 AA4205_MARK LOGO: SCGS AA4205_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AA4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4205+STABILITY: SURFACE MOTION AA4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA4205+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 AA4205 AA4205 HISTORY - Date Condition Report By AA4205 HISTORY - 1994 MONUMENTED SCGS AA4205 HISTORY - 19950925 GOOD SCGS AA4205 HISTORY - 20000613 GOOD SCGS AA4205 AA4205 STATION DESCRIPTION AA4205 AA4205'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) AA4205'STATION IS LOCATED 0.95 MILE (1.53 KM) WEST OF LEXINGTON. AA4205'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, AA4205'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE WEST AA4205'JUNCTION OF U.S. HIGHWAY 1 AND 378 (WEST MAIN STREET AND GIBSON ROAD), AA4205'1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO EAST ON HIGHWAYS 1 AND 378 AA4205'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE ON AA4205'THE EAST SIDE OF A CONCRETE BLOCK BUILDING (ADVANCE AUTO PARTS) IN THE AA4205'SOUTHWEST ANGLE OF DERRICK STREET. STATION IS A CONCRETE POST FLUSH AA4205'WITH THE GROUND AND 0.5 FOOT (15.2 CM) ABOVE DERRICK STREET, 68.1 FEET AA4205'(20.8 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 188.8 FEET AA4205'(57.5 M) SOUTH OF THE NORTH EDGE OF THE CURB OF THE HIGHWAY, 17.9 FEET AA4205'(5.5 M) WEST NORTHWEST OF THE CENTER OF DERRICK STREET, 12.9 FEET (3.9 AA4205'M) NORTH OF THE POWER POLE NUMBER 375000 WITH FOUR GUY WIRES AND A AA4205'TRANSFORMER, 20.3 FEET (6.2 M) EAST OF THE NORTHEAST CORNER OF THE AA4205'CONCRETE BASE OF A PARKING LOT LIGHT, 67.6 FEET (20.6 M) SOUTHEAST OF AA4205'THE NORTHEAST CORNER OF THE BUILDING, 1.9 FEET (0.6 M) WEST NORTHWEST AA4205'OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN. AA4205 AA4205 STATION RECOVERY (1995) AA4205 AA4205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) AA4205'RECOVERED AS DESCRIBED. AA4205 AA4205 STATION RECOVERY (2000) AA4205 AA4205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4205'STATION IS LOCATED 0.95 MILE (1.53 KM) WEST OF LEXINGTON. AA4205'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, AA4205'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE AA4205'WEST JUNCTION OF U.S. HIGHWAYS 1 (WEST MAIN STREET) AND 378 (GIBSON AA4205'ROAD) , 1.2 MILES (1.9 KM) WEST OF LEXINGTON, GO EAST ON HIGHWAYS 1 AA4205'AND 378 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A POWER AA4205'POLE ON THE EAST SIDE OF A CONCRETE BLOCK BUILDING (ADVANCE AUTO AA4205'PARTS) IN THE SOUTHWEST ANGLE OF DERRICK STREET. STATION IS A CONCRETE AA4205'POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE DERRICK AA4205'STREET, 67.9 FEET (20.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE AA4205'BUILDING, 194.0 FEET (59.1 M) SOUTH OF THE NORTH EDGE OF THE HIGHWAY AA4205'CURB, 17.9 FEET (5.5 M) WEST OF THE CENTER OF DERRICK STREET, 68.9 AA4205'FEET (21.0 M) NORTH OF A POWER POLE NUMBER 375000/5269/007 WITH FOUR AA4205'GUY WIRES AND A TRANSFORMER, 20.0 FEET (6.1 M) EAST OF THE NORTHEAST AA4205'CORNER OF THE CONCRETE BLOCK BASE OF A PARKING LOT LIGHT, 2.0 FEET AA4205'(0.6 M) WEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AA4204 *********************************************************************** AA4204 DESIGNATION - 32 040 AA4204 PID - AA4204 AA4204 STATE/COUNTY- SC/LEXINGTON AA4204 USGS QUAD - LEXINGTON (1987) AA4204 AA4204 *CURRENT SURVEY CONTROL AA4204 ___________________________________________________________________ AA4204* NAD 83(1986)- 33 59 11. (N) 081 14 42. (W) SCALED AA4204* NAVD 88 - 132.365 (meters) 434.27 (feet) ADJUSTED AA4204 ___________________________________________________________________ AA4204 GEOID HEIGHT- -30.78 (meters) GEOID99 AA4204 DYNAMIC HT - 132.229 (meters) 433.82 (feet) COMP AA4204 MODELED GRAV- 979,608.1 (mgal) NAVD 88 AA4204 AA4204 VERT ORDER - FIRST CLASS II AA4204 AA4204.The horizontal coordinates were scaled from a topographic map and have AA4204.an estimated accuracy of +/- 6 seconds. AA4204 AA4204.The orthometric height was determined by differential leveling AA4204.and adjusted by the National Geodetic Survey in September 1998. AA4204 AA4204.The geoid height was determined by GEOID99. AA4204 AA4204.The dynamic height is computed by dividing the NAVD 88 AA4204.geopotential number by the normal gravity value computed on the AA4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4204.degrees latitude (g = 980.6199 gals.). AA4204 AA4204.The modeled gravity was interpolated from observed gravity values. AA4204 AA4204; North East Units Estimated Accuracy AA4204;SPC SC - 238,790. 586,970. MT (+/- 180 meters Scaled) AA4204 AA4204 SUPERSEDED SURVEY CONTROL AA4204 AA4204.No superseded survey control is available for this station. AA4204 AA4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT773606(NAD 83) AA4204_MARKER: DD = SURVEY DISK AA4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4204_STAMPING: 32 040 1994 AA4204_MARK LOGO: SCGS AA4204_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AA4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4204+STABILITY: SURFACE MOTION AA4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA4204+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 AA4204 AA4204 HISTORY - Date Condition Report By AA4204 HISTORY - 1994 MONUMENTED SCGS AA4204 HISTORY - 19950925 GOOD SCGS AA4204 HISTORY - 20000613 GOOD SCGS AA4204 AA4204 STATION DESCRIPTION AA4204 AA4204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) AA4204'STATION IS LOCATED NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE EAST AA4204'JUNCTION OF U.S. HIGHWAYS 1, 378 (WEST MAIN STREET AND COLUMBIA AA4204'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD) IN LEXINGTON. STATION IS A AA4204'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT (15.2 CM) BELOW AA4204'HIGHWAY 1, 9.2 FEET (2.8 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE AA4204'CURB OF HIGHWAY 1, 89.5 FEET (27.3 M) SOUTH SOUTHEAST OF THE CENTER OF AA4204'THE EASTBOUND LANES OF HIGHWAY 378, 7.2 FEET (2.2 M) SOUTHEAST OF A AA4204'FIRE HYDRANT, 89.6 FEET (27.3 M) SOUTHWEST OF THE WEST CORNER OF A AA4204'BRICK BUILDING (SCN BANK), 59.5 FEET (18.1 M) SOUTH SOUTHEAST OF A AA4204'POWER POLE NUMBER 00028/322303 WITH THREE GUY WIRES AND A TRANSFORMER, AA4204'42.3 FEET (12.9 M) SOUTH SOUTHEAST OF A WITNESS POST. DESCRIBED BY AA4204'C.E. GEOGHEGAN. AA4204 AA4204 STATION RECOVERY (1995) AA4204 AA4204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) AA4204'RECOVERED AS DESCRIBED. AA4204 AA4204 STATION RECOVERY (2000) AA4204 AA4204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AA4204'STATION IS LOCATED NEAR A FIRE HYDRANT IN THE EAST ANGLE OF THE EAST AA4204'JUNCTION OF U.S. HIGHWAYS 1 (WEST MAIN STREET) , 378 (COLUMBIA AA4204'AVENUE) AND STATE ROAD 52 (CHAPIN ROAD) IN LEXINGTON. AA4204'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, AA4204'COLUMBIA, SC 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST AA4204'FLUSH WITH THE GROUND AND LEVEL WITH HIGHWAY 1, 9.2 FEET (2.8 M) AA4204'NORTHEAST OF THE SOUTHWEST EDGE OF THE HIGHWAY 1 CURB, 7.2 FEET (2.2 AA4204'M) SOUTHEAST OF THE FIRE HYDRANT, 89.5 FEET (27.3 M) SOUTHWEST OF THE AA4204'WEST CORNER OF A BRICK BUILDING (WACHOVIA BANK) , 59.4 FEET (18.1 M) AA4204'SOUTH SOUTHEAST OF A POWER POLE NUMBER 00028/322303 WITH THREE GUY AA4204'WIRES AND A SECURITY LIGHT, 78.4 FEET (23.9 M) NORTHWEST OF A POWER AA4204'POLE WITH METER, 42.4 FEET (12.9 M) SOUTH SOUTHEAST OF A WITNESS POST. AA4204'RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AC6702 *********************************************************************** AC6702 DESIGNATION - 32 078 AC6702 PID - AC6702 AC6702 STATE/COUNTY- SC/LEXINGTON AC6702 USGS QUAD - LEXINGTON (1987) AC6702 AC6702 *CURRENT SURVEY CONTROL AC6702 ___________________________________________________________________ AC6702* NAD 83(1986)- 33 58 19. (N) 081 09 25. (W) SCALED AC6702* NAVD 88 - 111.541 (meters) 365.95 (feet) ADJUSTED AC6702 ___________________________________________________________________ AC6702 GEOID HEIGHT- -30.95 (meters) GEOID99 AC6702 DYNAMIC HT - 111.426 (meters) 365.57 (feet) COMP AC6702 MODELED GRAV- 979,602.5 (mgal) NAVD 88 AC6702 AC6702 VERT ORDER - FIRST CLASS II AC6702 AC6702.The horizontal coordinates were scaled from a topographic map and have AC6702.an estimated accuracy of +/- 6 seconds. AC6702 AC6702.The orthometric height was determined by differential leveling AC6702.and adjusted by the National Geodetic Survey in May 1997. AC6702 AC6702.The geoid height was determined by GEOID99. AC6702 AC6702.The dynamic height is computed by dividing the NAVD 88 AC6702.geopotential number by the normal gravity value computed on the AC6702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC6702.degrees latitude (g = 980.6199 gals.). AC6702 AC6702.The modeled gravity was interpolated from observed gravity values. AC6702 AC6702; North East Units Estimated Accuracy AC6702;SPC SC - 237,180. 595,100. MT (+/- 180 meters Scaled) AC6702 AC6702 SUPERSEDED SURVEY CONTROL AC6702 AC6702.No superseded survey control is available for this station. AC6702 AC6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT855590(NAD 83) AC6702_MARKER: DD = SURVEY DISK AC6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC6702_STAMPING: 32 078 1995 AC6702_MARK LOGO: SCGS AC6702_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC6702+STABILITY: SURFACE MOTION AC6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC6702+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000 AC6702 AC6702 HISTORY - Date Condition Report By AC6702 HISTORY - 1995 MONUMENTED SCGS AC6702 HISTORY - 20000601 GOOD SCGS AC6702 AC6702 STATION DESCRIPTION AC6702 AC6702'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) AC6702'STATION IS LOCATED 4.4 MILES (7.1 KM) NORTH OF SOUTH CONGAREE. AC6702'OWNERSHIP--BLENDA S. RHODEN, 1109 ST. DAVID CHURCH ROAD, WEST AC6702'COLUMBIA, SC. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF AC6702'INTERSTATE 20 AND U.S. HIGHWAY 1 (AUGUSTA ROAD (EXIT 58) ), 2.4 MILES AC6702'(3.9 KM) EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 2.25 MILES (3.62 AC6702'KM) TO THE JUNCTION OF STATE ROAD 386 (OAK DRIVE LEFT, ST. DAVIDS AC6702'CHURCH ROAD RIGHT) , TURN RIGHT ON ROAD 386 FOR 0.1 MILE (0.2 KM) TO AC6702'THE STATION BETWEEN BRICK HOUSES IN THE EAST ANGLE OF STATE ROAD 954 AC6702'(SUNBRIGHT LANE) . STATION IS A CONCRETE POST FLUSH WITH THE GROUND AC6702'AND 1.0 FOOT (0.3 M) BELOW ROAD 71, 29.4 FEET (9.0 M) EAST SOUTHEAST AC6702'OF THE CENTER OF ROAD 386, 25.5 FEET (7.8 M) WEST SOUTHWEST OF THE AC6702'SOUTHWEST CORNER OF THE BRICK HOUSE NUMBER 1109, 22.1 FEET (6.7 M) AC6702'WEST NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE NUMBER 1001 AC6702'SUNBRIGHT LANE , 60.0 FEET (18.3 M) EAST NORTHEAST OF THE EXTENDED AC6702'CENTER OF ROAD 954, 45.5 FEET (13.9 M) SOUTH SOUTHWEST OF THE CENTER AC6702'OF THE CONCRETE DRIVEWAY TO HOUSE NUMBER 1109. DESCRIBED BY R.W. AC6702'ROBERTS. AC6702 AC6702 STATION RECOVERY (2000) AC6702 AC6702'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AC6702'STATION IS LOCATED 4.6 MILES (7.4 KM) EAST OF LEXINGTON, 2.0 MILES AC6702'(3.2 KM) WEST OF SPRINGDALE. OWNERSHIP--BLENDA S. RHODEN, 1109 SAINT AC6702'DAVIDS CHURCH ROAD, WEST COLUMBIA, SC TO REACH THE STATION FROM THE AC6702'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 58) AND U.S. HIGHWAY 1, 2.35 AC6702'MILES (3.78 KM) EAST OF LEXINGTON, GO EAST ON HIGHWAY 1 FOR 2.25 MILES AC6702'(3.62 KM) TO THE JUNCTION OF STATE ROADS 386 (OAK DRIVE) LEFT AND 230 AC6702'(SAINT DAVIDS CHURCH ROAD) RIGHT, TURN RIGHT ON ROAD 230 FOR 0.1 MILE AC6702'(0.2 KM) TO THE STATION ON THE LEFT BETWEEN BRICK HOUSE NUMBER 1109 AC6702'(SAINT DAVIDS CHURCH ROAD) AND A BRICK HOUSE NUMBER 1001 (SUNBRIGHT AC6702'LANE) . STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT AC6702'(0.3 M) BELOW THE ROAD, 22.0 FEET (6.7 M) WEST NORTHWEST OF THE AC6702'NORTHWEST CORNER OF HOUSE NUMBER 1001, 25.0 FEET (7.6 M) EAST AC6702'NORTHEAST OF A 1.7-FOOT PINE TREE WITH A SCGS REFERENCE WASHER AC6702'ATTACHED, 29.3 FEET (8.9 M) EAST SOUTHEAST OF THE CENTER OF ROAD 230, AC6702'53.3 FEET (16.2 M) EAST OF A POWER POLE NUMBER 42794 WITH A SCGS AC6702'REFERENCE WASHER ATTACHED, 15.7 FEET (4.8 M) EAST NORTHEAST OF A AC6702'WITNESS POST. RECOVERED BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3031 *********************************************************************** EC3031 DESIGNATION - 404 TT 72 R EC3031 PID - EC3031 EC3031 STATE/COUNTY- SC/LEXINGTON EC3031 USGS QUAD - IRMO (1990) EC3031 EC3031 *CURRENT SURVEY CONTROL EC3031 ___________________________________________________________________ EC3031* NAD 83(1986)- 34 01 14. (N) 081 13 17. (W) SCALED EC3031* NAVD 88 - 122.947 (meters) 403.37 (feet) ADJUSTED EC3031 ___________________________________________________________________ EC3031 GEOID HEIGHT- -30.76 (meters) GEOID99 EC3031 DYNAMIC HT - 122.822 (meters) 402.96 (feet) COMP EC3031 MODELED GRAV- 979,615.4 (mgal) NAVD 88 EC3031 EC3031 VERT ORDER - FIRST CLASS II EC3031 EC3031.The horizontal coordinates were scaled from a topographic map and have EC3031.an estimated accuracy of +/- 6 seconds. EC3031 EC3031.The orthometric height was determined by differential leveling EC3031.and adjusted by the National Geodetic Survey in March 1994. EC3031 EC3031.The geoid height was determined by GEOID99. EC3031 EC3031.The dynamic height is computed by dividing the NAVD 88 EC3031.geopotential number by the normal gravity value computed on the EC3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3031.degrees latitude (g = 980.6199 gals.). EC3031 EC3031.The modeled gravity was interpolated from observed gravity values. EC3031 EC3031; North East Units Estimated Accuracy EC3031;SPC SC - 242,580. 589,160. MT (+/- 180 meters Scaled) EC3031 EC3031 SUPERSEDED SURVEY CONTROL EC3031 EC3031.No superseded survey control is available for this station. EC3031 EC3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT795644(NAD 83) EC3031_MARKER: DB = BENCH MARK DISK EC3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3031_STAMPING: 1934 404 TT 72 R EC3031_MARK LOGO: USGS EC3031_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EC3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3031+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3031 EC3031 HISTORY - Date Condition Report By EC3031 HISTORY - 1934 MONUMENTED USGS EC3031 HISTORY - 19921130 GOOD SCGS EC3031 HISTORY - 1998 GOOD USPSQD EC3031 HISTORY - 20000612 GOOD SCGS EC3031 EC3031 STATION DESCRIPTION EC3031 EC3031'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 EC3031'STATION IS LOCATED 2.85 MILES (4.59 KM) NORTH NORTHEAST OF LEXINGTON. EC3031'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3031'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3031'NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH EC3031'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 1.85 MILES EC3031'(2.98 KM) TO THE JUNCTION OF STATE ROAD 408 (PILGRIM CHURCH ROAD), EC3031'CONTINUE ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE EC3031'RIGHT NEAR THE SIGN FOR THE PILGRIM LUTHERAN CHURCH. STATION IS A EC3031'CONCRETE POST PROJECTING 0.8 FOOT (24.4 CM) AND 2.0 FEET (0.6 M) EC3031'ABOVE THE HIGHWAY, 6.8 FEET (2.1 M) NORTH OF THE NORTHWEST CORNER OF EC3031'THE CONCRETE BASE OF THE SIGN, 35.7 FEET (10.9 M) SOUTHWEST OF A EC3031'POWER POLE NUMBER 358341 WITH TRANSFORMER AND TWO PARKING AREA EC3031'LIGHTS, 177.7 FEET (54.2 M) WEST SOUTHWEST OF THE NORTHWEST CORNER OF EC3031'THE NORTH WING OF THE STONE CHURCH, 26.6 FEET (8.1 M) WEST NORTHWEST EC3031'OF THE CENTER OF THE HIGHWAY, 188.2 FEET (57.4 M) NORTH NORTHEAST OF EC3031'A FIRE HYDRANT. NOTE-POST IS CHIPPED AT TOP BUT STABLE. RECOVERED BY EC3031'D.D. WOODS. EC3031 EC3031 STATION RECOVERY (1998) EC3031 EC3031'RECOVERY NOTE BY US POWER SQUADRON 1998 EC3031'RECOVERED IN GOOD CONDITION. EC3031 EC3031 STATION RECOVERY (2000) EC3031 EC3031'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3031'STATION IS LOCATED 2.85 MILES (4.59 KM) NORTH NORTHEAST OF LEXINGTON. EC3031'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3031'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3031'NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH EC3031'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 1.85 MILES (2.98 EC3031'KM) TO THE JUNCTION OF STATE ROAD 408 (PILGRIM CHURCH ROAD) , CONTINUE EC3031'ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR EC3031'THE SIGN FOR THE PILGRIM LUTHERAN CHURCH. STATION IS A CONCRETE POST EC3031'PROJECTING 0.8 FOOT (24.4 CM) AND 3.0 FEET (0.9 M) ABOVE THE HIGHWAY, EC3031'26.6 FEET (8.1 M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 6.7 EC3031'FEET (2.0 M) NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE EC3031'SIGN, 19.8 FEET (6.0 M) NORTH OF A POWER POLE NUMBER 35834/1248/007 EC3031'WITH A TRANSFORMER AND TWO SECURITY LIGHT, 177.8 FEET (54.2 M) WEST EC3031'SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTH WING OF THE CHURCH, EC3031'188.0 FEET (57.3 M) NORTH NORTHEAST OF A FIRE HYDRANT. RECOVERED BY EC3031'J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE2354 *********************************************************************** DE2354 DESIGNATION - BATESBURG MUN TANK DE2354 PID - DE2354 DE2354 STATE/COUNTY- SC/LEXINGTON DE2354 USGS QUAD - BATESBURG (1982) DE2354 DE2354 *CURRENT SURVEY CONTROL DE2354 ___________________________________________________________________ DE2354* NAD 83(1986)- 33 54 13.49675(N) 081 33 07.29063(W) ADJUSTED DE2354* NAVD 88 - DE2354 ___________________________________________________________________ DE2354 LAPLACE CORR- -2.99 (seconds) DEFLEC99 DE2354 GEOID HEIGHT- -30.33 (meters) GEOID99 DE2354 DE2354 HORZ ORDER - THIRD DE2354 DE2354.The North Carolina/South Carolina HARNS have been completed but, DE2354.due to contractual restrictions, coordinates for these stations DE2354.will NOT be published in the near future. In the interim, the DE2354.published coordinates in North and South Carolina will not be DE2354.consistent with the Continuously Operating Reference Stations DE2354.(CORS). The HARN coordinates for these stations are available DE2354.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2354.Lapine(803-896-7700). DE2354. DE2354.In addition, the published North and South Carolina positions DE2354.(NAD 83 (1986)) are NOT consistent with those determined in DE2354.adjacent state readjustments. The discontinuity between stations DE2354.located in North or South Carolina and those in adjacent states DE2354.which have been adjusted to the HARN may be as much as 5 DE2354.decimeters. This will result in a significant loss of accuracy DE2354.over lines crossing such state borders. DE2354 DE2354 DE2354.The horizontal coordinates were established by classical geodetic methods DE2354.and adjusted by the National Geodetic Survey in July 1986. DE2354 DE2354 DE2354.The Laplace correction was computed from DEFLEC99 derived deflections. DE2354 DE2354.The geoid height was determined by GEOID99. DE2354 DE2354; North East Units Scale Converg. DE2354;SPC SC - 229,737.125 558,554.176 MT 0.99980199 -0 18 21.8 DE2354;SPC SC - 753,730.73 1,832,526.82 iFT 0.99980199 -0 18 21.8 DE2354;UTM 17 - 3,751,621.094 448,963.946 MT 0.99963211 -0 18 28.5 DE2354 DE2354 SUPERSEDED SURVEY CONTROL DE2354 DE2354 NAD 27 - 33 54 13.00012(N) 081 33 07.90455(W) AD( ) 3 DE2354 DE2354.Superseded values are not recommended for survey control. DE2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2354.See file dsdata.txt to determine how the superseded data were derived. DE2354 DE2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4896451621(NAD 83) DE2354_MARKER: 53 = ELEVATED TANK DE2354 DE2354 HISTORY - Date Condition Report By DE2354 HISTORY - 1971 FIRST OBSERVED NGS DE2354 HISTORY - 20000927 GOOD SCGS DE2354 DE2354 STATION DESCRIPTION DE2354 DE2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) DE2354'THE STATION, BATESBURG MUNICIPAL WATER TANK, IS THE FINIAL ATOP A DE2354'SILVER WATER TANK THAT IS SUPPORTED BY 4 LEGS AND IS ABOUT 135 FEET DE2354'HIGH. DE2354' DE2354'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF DOWNTOWN DE2354'BATESBURG. DE2354' DE2354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND DE2354'STATE HIGHWAYS 23 AND 391 IN BATESBURG, GO SOUTHWEST ON STATE DE2354'HIGHWAY 23 FOR 0.4 MILE TO ROAD S-32-50. TURN LEFT AND GO DE2354'SOUTHEAST ON ROAD S-32-50 FOR 0.1 MILE TO STATION ON LEFT. DE2354' DE2354'THE TANK IS PROPERTY OF THE CITY OF BATESBURG. DE2354 DE2354 STATION RECOVERY (2000) DE2354 DE2354'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2354'STATION IS LOCATED IN BATESBURG-LEESVILLE, 18.5 MILES (29.8 KM) WEST DE2354'OF LEXINGTON. OWNERSHIP--CITY OF BATESBURG-LEESVILLE, P.O. BOX 2329, DE2354'BATESBURG-LEESVILLE, SC 29070, PHONE 803-532-4601. TO REACH THE DE2354'STATION FROM THE JUNCTION OF STATE HIGHWAYS 23, 391 AND U.S. HIGHWAY DE2354'178 IN BATESBURG, GO SOUTHWEST ON HIGHWAY 23 FOR 0.35 MILE (0.56 KM) DE2354'TO THE JUNCTION OF STATE ROAD 50 (RIDGELL STREET) , TURN LEFT ON ROAD DE2354'50 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT. STATION IS THE DE2354'FINIAL ATOP THE WATER TANK. RECOVERY BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC1242 *********************************************************************** EC1242 DESIGNATION - CHAPIN EC1242 PID - EC1242 EC1242 STATE/COUNTY- SC/LEXINGTON EC1242 USGS QUAD - CHAPIN (1971) EC1242 EC1242 *CURRENT SURVEY CONTROL EC1242 ___________________________________________________________________ EC1242* NAD 83(1986)- 34 10 37.41488(N) 081 19 23.20199(W) ADJUSTED EC1242* NAVD 88 - 125.70 (meters) 412.4 (feet) GPS OBS EC1242 ___________________________________________________________________ EC1242 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EC1242 GEOID HEIGHT- -30.47 (meters) GEOID99 EC1242 EC1242 HORZ ORDER - FIRST EC1242 EC1242.The North Carolina/South Carolina HARNS have been completed but, EC1242.due to contractual restrictions, coordinates for these stations EC1242.will NOT be published in the near future. In the interim, the EC1242.published coordinates in North and South Carolina will not be EC1242.consistent with the Continuously Operating Reference Stations EC1242.(CORS). The HARN coordinates for these stations are available EC1242.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC1242.Lapine(803-896-7700). EC1242. EC1242.In addition, the published North and South Carolina positions EC1242.(NAD 83 (1986)) are NOT consistent with those determined in EC1242.adjacent state readjustments. The discontinuity between stations EC1242.located in North or South Carolina and those in adjacent states EC1242.which have been adjusted to the HARN may be as much as 5 EC1242.decimeters. This will result in a significant loss of accuracy EC1242.over lines crossing such state borders. EC1242 EC1242 EC1242.The horizontal coordinates were established by GPS observations EC1242.and adjusted by the National Geodetic Survey in February 1988. EC1242 EC1242.The orthometric height was determined by GPS observations and a EC1242.high-resolution geoid model using precise GPS observation and EC1242.processing techniques. EC1242 EC1242.The Laplace correction was computed from DEFLEC99 derived deflections. EC1242 EC1242.The geoid height was determined by GEOID99. EC1242 EC1242; North East Units Scale Converg. EC1242;SPC SC - 259,958.223 579,816.504 MT 0.99983281 -0 10 44.9 EC1242;SPC SC - 852,881.31 1,902,285.12 iFT 0.99983281 -0 10 44.9 EC1242;UTM 17 - 3,781,835.453 470,223.332 MT 0.99961093 -0 10 53.4 EC1242 EC1242 SUPERSEDED SURVEY CONTROL EC1242 EC1242 NGVD 29 - 126.2 (m) 414. (f) GPS OBS EC1242 EC1242.Superseded values are not recommended for survey control. EC1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1242.See file dsdata.txt to determine how the superseded data were derived. EC1242 EC1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7022381835(NAD 83) EC1242_MARKER: DH = HORIZONTAL CONTROL DISK EC1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1242_STAMPING: CHAPIN 1985 EC1242_MARK LOGO: NGS EC1242_PROJECTION: FLUSH EC1242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1242+STABILITY: SURFACE MOTION EC1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1242+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002 EC1242 EC1242 HISTORY - Date Condition Report By EC1242 HISTORY - 1985 MONUMENTED SCGS EC1242 HISTORY - 1985 GOOD SCGS EC1242 HISTORY - 19860127 GOOD EC1242 HISTORY - 19881109 GOOD NGS EC1242 HISTORY - 19901219 GOOD SCGS EC1242 HISTORY - 19910125 GOOD EC1242 HISTORY - 19960212 GOOD GEOMET EC1242 HISTORY - 1998 GOOD USPSQD EC1242 HISTORY - 19980722 GOOD SCGS EC1242 HISTORY - 20020227 GOOD SCGS EC1242 EC1242 STATION DESCRIPTION EC1242 EC1242'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) EC1242'THE STATION IS LOCATED ABOUT 3 KM (2 MI) NORTHEAST OF CHAPIN, EC1242'2.4 KM (1.5 MI) SOUTHEAST OF THE LEXINGTON-NEWBERRY-RICHLAND EC1242'COUNTIES JUNCTION CORNER, AT THE JUNCTION OF INTERSTATE HIGHWAY 26 EC1242'AND S-32-48, ON RIGHT-OF-WAY OF S-32-48. EC1242'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. EC1242' EC1242'TO REACH THE STATION FROM THE CHAPIN POST OFFICE, GO EC1242'SOUTHEAST FOR 0.48 KM (0.3 MI) ON US HIGHWAY 76 TO A STOPLIGHT, EC1242'TURN LEFT AND GO NORTHEAST FOR 0.15 KM (0.1 MI) ON S-32-83 CROSSING EC1242'THE TRACKS TO A T-ROAD, EC1242'TURN RIGHT AND GO EAST FOR 2.78 KM (1.7 MI) ON S-32-48 TO A EC1242'FRONTAGE ROAD ON THE LEFT AT TRUCK STOP, EC1242'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.07 KM (0.05 MI) ON S-32-48 EC1242'TO THE STATION ON THE LEFT AT BRIDGE CORNER. EC1242' EC1242'THE STATION IS A STANDARD NGS DISK EC1242'STAMPED---CHAPIN 1985---, EC1242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1242'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND. LOCATED EC1242'5.9 METERS (19.35 FT) NORTHWEST FROM THE ROAD CENTER, EC1242'5.4 METERS (17.7 FT) SOUTHWEST FROM THE SOUTHWEST BRIDGE CORNER, EC1242'1.2 METERS (3.95 FT) WEST FROM A FIBERGLASS WITNESS POST, EC1242'0.8 METERS (2.6 FT) NORTHWEST FROM A GUARDRAIL POST WITH WITNESS EC1242'SIGN. EC1242'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1242'STAMPED---CHAPIN 1985---, EC1242'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1242' EC1242'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EC1242'STAMPED---CHAPIN 1985---, EC1242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1242'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EC1242'7.0 METERS (23.0 FT) NORTHEAST FROM THE ROAD CENTER, EC1242'3.8 METERS (12.5 FT) SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, EC1242'1.0 METERS (3.3 FT) SOUTHEAST FROM THE SOUTHEAST END OF A WOOD EC1242'BARRICADE, EC1242'18.3 METERS (60.0 FT) EAST FROM A UTILITY POLE 125188, EC1242'0.6 METERS (2.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, EC1242'0.6 METERS (2.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST. EC1242'TO REACH THE AZIMUTH FROM THE STATION, EC1242'GO WEST FOR 0.07 KM (0.05 MI) ON S-32-48 TO FRONTAGE ROAD ON EC1242'RIGHT AT TRUCK STOP, TURN RIGHT, NORTHWEST, ON FRONTAGE ROAD FOR EC1242'0.85 KM (0.5 MI) TO A CURVE LEFT AND MARK ON THE RIGHT. EC1242'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1242'STAMPED---CHAPIN 1985---, EC1242'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1242' EC1242'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. EC1242 EC1242 STATION RECOVERY (1985) EC1242 EC1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 EC1242'RECOVERED IN GOOD CONDITION. EC1242 EC1242 STATION RECOVERY (1986) EC1242 EC1242'RECOVERED 1986 EC1242'RECOVERED IN GOOD CONDITION. EC1242 EC1242 STATION RECOVERY (1988) EC1242 EC1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 EC1242'RECOVERED IN GOOD CONDITION. EC1242 EC1242 STATION RECOVERY (1990) EC1242 EC1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC1242'STATION IS LOCATED NEAR THE WEST CORNER OF THE JUNCTION OVERPASS OF EC1242'STATE ROAD 48 AND INTERSTATE 26 (EXIT 91), 1.8 MILES NORTHEAST OF EC1242'CHAPIN. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC1242'COLUMBIA, 29202, PHONE 803-737-1350. EC1242'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1242'ROAD, 15.5 FEET SOUTHWEST OF THE WEST CORNER OF THE WINGWALL AT THE EC1242'WEST CORNER OF THE OVERPASS, 17.7 FEET WEST SOUTHWEST OF THE WEST EC1242'CORNER OF THE OVERPASS, 163.0 FEET EAST NORTHEAST OF THE CENTER OF EC1242'THE OFF-RAMP OF INTERSTATE 26 EAST, 20.2 FEET NORTH NORTHWEST OF THE EC1242'CENTER OF THE ROAD, 2.3 FEET NORTH NORTHWEST OF THE WEST CORNER OF A EC1242'GUARD RAIL POST WITH A WITNESS SIGN ATTACHED AT THE BOTTOM, 3.8 FEET EC1242'WEST NORTHWEST OF A WITNESS POST. EC1242'RECOVERED BY J.R. WERNER. EC1242 EC1242 STATION RECOVERY (1991) EC1242 EC1242'RECOVERED 1991 EC1242'RECOVERED IN GOOD CONDITION. EC1242 EC1242 STATION RECOVERY (1996) EC1242 EC1242'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (EJP) EC1242'FLUSH. 10X10 CHEVRON. EC1242 EC1242 STATION RECOVERY (1998) EC1242 EC1242'RECOVERY NOTE BY US POWER SQUADRON 1998 EC1242'RECOVERED IN GOOD CONDITION. EC1242 EC1242 STATION RECOVERY (1998) EC1242 EC1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) EC1242'STATION IS LOCATED NEAR THE WEST CORNER OF THE JUNCTION OVERPASS OF EC1242'STATE ROAD 48 AND INTERSTATE 26 (EXIT 91) , 1.8 MILES (2.9 KM) EC1242'NORTHEAST OF CHAPIN, 18.15 MILES (29.21 KM) EAST SOUTHEAST OF EC1242'NEWBERRY. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX EC1242'191, COLUMBIA, 29202, PHONE 803-737-1350. STATION IS A CONCRETE POST EC1242'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 15.5 FEET (4.7 M) EC1242'SOUTHWEST OF THE WEST CORNER OF THE WINGWALL AT THE WEST CORNER OF THE EC1242'OVERPASS, 17.7 FEET (5.4 M) WEST SOUTHWEST OF THE WEST CORNER OF THE EC1242'OVERPASS, 163.0 FEET (49.7 M) EAST NORTHEAST OF THE CENTER OF THE EC1242'OFF-RAMP OF INTERSTATE 26 EAST, 20.2 FEET (6.2 M) NORTH NORTHWEST OF EC1242'THE CENTER OF THE ROAD, 2.3 FEET (0.7 M) NORTH NORTHWEST OF THE WEST EC1242'CORNER OF A GUARD RAIL POST WITH A WITNESS SIGN ATTACHED AT THE EC1242'BOTTOM, 3.8 FEET (1.2 M) WEST NORTHWEST OF A WITNESS POST. RECOVERED EC1242'BY C.J. STONE. EC1242 EC1242 STATION RECOVERY (2002) EC1242 EC1242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) EC1242'STATION IS LOCATED NEAR THE WEST CORNER OF THE JUNCTION OVERPASS EC1242'BRIDGE OF EC1242'INTERSTATE 26 (EXIT 91) AND STATE ROAD 48 (COLUMBIA AVENUE), 1.7 MILES EC1242'EAST NORTHEAST OF EC1242'CHAPIN, 14.3 MILES NORTH NORTHWEST OF LEXINGTON. OWNERSHIP--SCDOT, EC1242'DIRECTOR OF EC1242'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC EC1242'29202, PHONE 803-737-1350. EC1242' EC1242'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1242'ROAD, EC1242'20.3 FEET NORTHWEST OF THE CENTER OF THE ROAD, 15.7 FEET SOUTHWEST OF EC1242'THE WEST EC1242'CORNER OF THE BRIDGE WINGWALL, 3.0 FEET NORTHWEST OF A WOODEN GUARD EC1242'RAIL POST EC1242'WITH A METAL WITNESS SIGN ATTACHED, 5.1 FEET WEST SOUTHWEST OF THE EC1242'SOUTHWEST EDGE OF A CONCRETE CURB, 4.1 FEET WEST OF A WITNESS POST. EC1242' EC1242'RECOVERED BY R.P. MCKEOWN. EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' EC1242' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC2891 *********************************************************************** EC2891 DESIGNATION - CINDY EC2891 PID - EC2891 EC2891 STATE/COUNTY- SC/LEXINGTON EC2891 USGS QUAD - IRMO (1990) EC2891 EC2891 *CURRENT SURVEY CONTROL EC2891 ___________________________________________________________________ EC2891* NAD 83(1986)- 34 04 06.76411(N) 081 08 27.27609(W) ADJUSTED EC2891* NAVD 88 - 85.394 (meters) 280.16 (feet) ADJUSTED EC2891 ___________________________________________________________________ EC2891 LAPLACE CORR- -1.88 (seconds) DEFLEC99 EC2891 GEOID HEIGHT- -30.78 (meters) GEOID99 EC2891 DYNAMIC HT - 85.308 (meters) 279.88 (feet) COMP EC2891 MODELED GRAV- 979,630.2 (mgal) NAVD 88 EC2891 EC2891 HORZ ORDER - FIRST EC2891 VERT ORDER - FIRST CLASS II EC2891 EC2891.The North Carolina/South Carolina HARNS have been completed but, EC2891.due to contractual restrictions, coordinates for these stations EC2891.will NOT be published in the near future. In the interim, the EC2891.published coordinates in North and South Carolina will not be EC2891.consistent with the Continuously Operating Reference Stations EC2891.(CORS). The HARN coordinates for these stations are available EC2891.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC2891.Lapine(803-896-7700). EC2891. EC2891.In addition, the published North and South Carolina positions EC2891.(NAD 83 (1986)) are NOT consistent with those determined in EC2891.adjacent state readjustments. The discontinuity between stations EC2891.located in North or South Carolina and those in adjacent states EC2891.which have been adjusted to the HARN may be as much as 5 EC2891.decimeters. This will result in a significant loss of accuracy EC2891.over lines crossing such state borders. EC2891 EC2891 EC2891.The horizontal coordinates were established by GPS observations EC2891.and adjusted by the National Geodetic Survey in August 1992. EC2891 EC2891.The orthometric height was determined by differential leveling EC2891.and adjusted by the National Geodetic Survey in March 1994. EC2891 EC2891.The Laplace correction was computed from DEFLEC99 derived deflections. EC2891 EC2891.The geoid height was determined by GEOID99. EC2891 EC2891.The dynamic height is computed by dividing the NAVD 88 EC2891.geopotential number by the normal gravity value computed on the EC2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC2891.degrees latitude (g = 980.6199 gals.). EC2891 EC2891.The modeled gravity was interpolated from observed gravity values. EC2891 EC2891; North East Units Scale Converg. EC2891;SPC SC - 247,885.752 596,594.897 MT 0.99981785 -0 04 41.2 EC2891;SPC SC - 813,273.46 1,957,332.34 iFT 0.99981785 -0 04 41.2 EC2891;UTM 17 - 3,769,765.175 486,997.721 MT 0.99960208 -0 04 44.2 EC2891 EC2891|---------------------------------------------------------------------| EC2891| PID Reference Object Distance Geod. Az | EC2891| dddmmss.s | EC2891| AH4497 POHAR 391.110 METERS 23701 | EC2891|---------------------------------------------------------------------| EC2891 EC2891 SUPERSEDED SURVEY CONTROL EC2891 EC2891 NGVD 29 - 85.7 (m) 281. (f) GPS OBS EC2891 EC2891.Superseded values are not recommended for survey control. EC2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2891.See file dsdata.txt to determine how the superseded data were derived. EC2891 EC2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8699869765(NAD 83) EC2891_MARKER: DD = SURVEY DISK EC2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2891_STAMPING: CINDY 1989 EC2891_MARK LOGO: SCGS EC2891_PROJECTION: FLUSH EC2891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2891+STABILITY: SURFACE MOTION EC2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2891+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002 EC2891 EC2891 HISTORY - Date Condition Report By EC2891 HISTORY - 1989 MONUMENTED SCGS EC2891 HISTORY - 19910122 GOOD EC2891 HISTORY - 19930119 GOOD SCGS EC2891 HISTORY - 19960208 GOOD GEOMET EC2891 HISTORY - 19970205 GOOD SCGS EC2891 HISTORY - 20011219 GOOD SCGS EC2891 HISTORY - 20020118 GOOD SCGS EC2891 EC2891 STATION DESCRIPTION EC2891 EC2891'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989 EC2891'STATION IS LOCATED 2.6 MILES SOUTHEAST OF IRMO. OWNERSHIP--BARR H. EC2891'GARDNER III, 489 PINEY GROVE ROAD, COLUMBIA, SC 29210. EC2891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 (BROAD EC2891'RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE), 2.2 MILES EAST OF EC2891'IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 1.85 MILES TO THE JUNCTION OF EC2891'STATE ROAD 1280 (PINEY GROVE ROAD), TURN RIGHT ON ROAD 1280 FOR 1.0 EC2891'MILE TO THE JUNCTION OF STATE ROAD 674 (PINEY WOODS ROAD), CONTINUE EC2891'ON ROAD 1280 FOR 0.2 MILE TO THE ENTRANCE TO THE BEST WESTERN MOTEL, EC2891'TURN RIGHT ON THE ENTRANCE ROAD FOR 0.05 MILE TO THE STATION NEAR A EC2891'POWER POLE IN A NARROW MEDIAN BETWEEN THE PARKING LOT FOR THE CORNER EC2891'POCKET BILLARDS ESTABLISHMENT AND THE BACK OF THE WINN DIXIE STORE. EC2891'STATION IS A CONCRETE POST PROJECTING 1-INCH AND 0.5 FOOT BELOW THE EC2891'PARKING LOT FOR THE CORNER POCKET, 24.0 FEET NORTH OF THE POWER POLE EC2891'NUMBER 135/27/23 WITH AN ELECTRIC METER ATTACHED, 9.2 FEET EAST EC2891'NORTHEAST OF THE EAST NORTHEAST EDGE OF A CURB FOR THE MEDIAN, 3.7 EC2891'FEET WEST SOUTHWEST OF THE WEST SOUTHWEST EDGE OF A CURB FOR THE EC2891'MEDIAN, 122.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE EC2891'STORE, 2.4 FEET EAST NORTHEAST OF A WITNESS POST. EC2891'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS. EC2891'DESCRIBED D.D. WOODS. EC2891 EC2891 STATION RECOVERY (1991) EC2891 EC2891'RECOVERED 1991 EC2891'RECOVERED IN GOOD CONDITION. EC2891 EC2891 STATION RECOVERY (1993) EC2891 EC2891'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC2891'RECOVERED IN GOOD CONDITION. EC2891 EC2891 STATION RECOVERY (1996) EC2891 EC2891'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL) EC2891'GOOD GPS. EC2891 EC2891 STATION RECOVERY (1997) EC2891 EC2891'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) EC2891'STATION IS LOCATED 2.6 MILES (4.2 KM) SOUTHEAST OF IRMO. EC2891'OWNERSHIP--BARR H. GARDNER III, 489 PINEY GROVE ROAD, COLUMBIA, SC EC2891'29210. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 176 EC2891'(BROAD RIVER ROAD) AND STATE HIGHWAY 60 (NEWBERRY AVENUE) , 2.2 MILES EC2891'(3.5 KM) EAST OF IRMO, GO SOUTHEAST ON HIGHWAY 176 FOR 1.85 MILES EC2891'(2.98 KM) TO THE JUNCTION OF STATE ROAD 1280 (PINEY GROVE ROAD) , TURN EC2891'RIGHT ON ROAD 1280 FOR 1.0 MILE (1.6 KM) TO THE JUNCTION OF STATE ROAD EC2891'674 (PINEY WOODS ROAD) , CONTINUE ON ROAD 1280 FOR 0.2 MILE (0.3 KM) EC2891'TO THE ENTRANCE TO THE COMFORT INN, TURN RIGHT ON THE ENTRANCE ROAD EC2891'FOR 0.05 MILE (0.08 KM) TO THE STATION NEAR A POWER POLE IN A NARROW EC2891'MEDIAN BETWEEN THE PARKING LOT FOR THE CORNER POCKET BILLARDS EC2891'ESTABLISHMENT AND THE BACK OF THE APPLIANCE CITY. STATION IS A EC2891'CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) EC2891'BELOW THE PARKING LOT FOR THE CORNER POCKET, 24.0 FEET (7.3 M) NORTH EC2891'OF THE POWER POLE NUMBER 135/27/23 WITH AN ELECTRIC METER ATTACHED, EC2891'9.2 FEET (2.8 M) EAST NORTHEAST OF THE EAST NORTHEAST EDGE OF A CURB EC2891'FOR THE MEDIAN, 3.7 FEET (1.1 M) WEST SOUTHWEST OF THE WEST SOUTHWEST EC2891'EDGE OF A CURB FOR THE MEDIAN, 122.2 FEET (37.2 M) EAST SOUTHEAST OF EC2891'THE SOUTHEAST CORNER OF THE STORE, 2.4 FEET (0.7 M) EAST NORTHEAST OF EC2891'A WITNESS POST. RECOVERED BY L.A. OWENS. EC2891 EC2891 STATION RECOVERY (2001) EC2891 EC2891'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) EC2891'STATION IS LOCATED 2.7 MILES EAST SOUTHEAST OF IRMO, 7.6 MILES EC2891'NORTHWEST OF EC2891'COLUMBIA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC2891'COLUMBIA, EC2891'SC 29202, PHONE 803-737-1350. EC2891' EC2891'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT EC2891'104) AND EC2891'STATE ROAD 1280 (PINEY GROVE ROAD), 2.65 MILES EAST SOUTHEAST OF IRMO, EC2891'GO EAST ON ROAD EC2891'1280 FOR 0.05 MILE TO A PAVED ENTRANCE/SERVICE ROAD LEFT LEADING NORTH EC2891'TO A COMFORT EC2891'INN AND PARKING AREAS FOR SEVERAL BUSINESSES, TURN LEFT ON THE PAVED EC2891'ROAD FOR 0.05 EC2891'MILE TO THE STATION ON THE LEFT NEAR A POWER POLE IN A GRASSY MEDIAN EC2891'BETWEEN AN EC2891'UPPER AND LOWER PARKING LOT. EC2891' EC2891'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC2891'UPPER EC2891'PARKING LOT, 24.0 FEET NORTH OF THE POWER POLE NUMBER 1352721 WITH TWO EC2891'SECURITY EC2891'LIGHT POLES AND AN ELECTRIC METER, 3.5 FEET WEST SOUTHWEST OF THE WEST EC2891'EDGE OF EC2891'CONCRETE CURB OF THE UPPER PARKING LOT, 9.0 FEET EAST NORTHEAST OF THE EC2891'EAST EDGE EC2891'OF THE LOWER PARKING LOT, 21.3 FEET NORTH NORTHWEST OF THE NORTH EC2891'CORNER OF A EC2891'METAL COMFORT INN SIGN, 144.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A EC2891'WOODEN EC2891'PUB (SANDRAS), 2.3 FEET EAST NORTHEAST OF A WITNESS POST. EC2891'ROAD. EC2891' EC2891'RECOVERED BY T. HALL. EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891' EC2891 EC2891 STATION RECOVERY (2002) EC2891 EC2891'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) EC2891'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1711 *********************************************************************** DE1711 DESIGNATION - COOPERS DE1711 PID - DE1711 DE1711 STATE/COUNTY- SC/LEXINGTON DE1711 USGS QUAD - WAGENER (1986) DE1711 DE1711 *CURRENT SURVEY CONTROL DE1711 ___________________________________________________________________ DE1711* NAD 83(1986)- 33 43 44.10400(N) 081 21 33.53470(W) ADJUSTED DE1711* NAVD 88 - 86.81 (meters) 284.8 (feet) GPS OBS DE1711 ___________________________________________________________________ DE1711 LAPLACE CORR- -1.83 (seconds) DEFLEC99 DE1711 GEOID HEIGHT- -30.91 (meters) GEOID99 DE1711 DE1711 HORZ ORDER - FIRST DE1711 DE1711.The North Carolina/South Carolina HARNS have been completed but, DE1711.due to contractual restrictions, coordinates for these stations DE1711.will NOT be published in the near future. In the interim, the DE1711.published coordinates in North and South Carolina will not be DE1711.consistent with the Continuously Operating Reference Stations DE1711.(CORS). The HARN coordinates for these stations are available DE1711.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1711.Lapine(803-896-7700). DE1711. DE1711.In addition, the published North and South Carolina positions DE1711.(NAD 83 (1986)) are NOT consistent with those determined in DE1711.adjacent state readjustments. The discontinuity between stations DE1711.located in North or South Carolina and those in adjacent states DE1711.which have been adjusted to the HARN may be as much as 5 DE1711.decimeters. This will result in a significant loss of accuracy DE1711.over lines crossing such state borders. DE1711 DE1711 DE1711.The horizontal coordinates were established by GPS observations DE1711.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE1711 DE1711.The orthometric height was determined by GPS observations and a DE1711.high-resolution geoid model using precise GPS observation and DE1711.processing techniques. DE1711 DE1711.The Laplace correction was computed from DEFLEC99 derived deflections. DE1711 DE1711.The geoid height was determined by GEOID99. DE1711 DE1711; North East Units Scale Converg. DE1711;SPC SC - 210,270.474 576,306.588 MT 0.99979419 -0 11 57.1 DE1711;SPC SC - 689,863.76 1,890,769.65 iFT 0.99979419 -0 11 57.1 DE1711;UTM 17 - 3,732,157.537 466,712.904 MT 0.99961366 -0 11 58.3 DE1711 DE1711: Primary Azimuth Mark Grid Az DE1711:SPC SC - COOPERS AZ MK 286 38 12.8 DE1711:UTM 17 - COOPERS AZ MK 286 38 14.0 DE1711 DE1711|---------------------------------------------------------------------| DE1711| PID Reference Object Distance Geod. Az | DE1711| dddmmss.s | DE1711| DE1712 COOPERS AZ MK APPROX. 0.5 KM 2862615.7 | DE1711|---------------------------------------------------------------------| DE1711 DE1711 SUPERSEDED SURVEY CONTROL DE1711 DE1711 NAD 83(1986)- 33 43 44.10483(N) 081 21 33.53611(W) AD( ) 1 DE1711 NGVD 29 - 87.3 (m) 286. (f) GPS OBS DE1711 DE1711.Superseded values are not recommended for survey control. DE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1711.See file dsdata.txt to determine how the superseded data were derived. DE1711 DE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6671332158(NAD 83) DE1711_MARKER: DH = HORIZONTAL CONTROL DISK DE1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1711_STAMPING: COOPERS 1985 DE1711_MARK LOGO: NGS DE1711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1711+STABILITY: SURFACE MOTION DE1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1711+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1711 DE1711 HISTORY - Date Condition Report By DE1711 HISTORY - 1985 MONUMENTED SCGS DE1711 HISTORY - 20001121 GOOD SCGS DE1711 DE1711 STATION DESCRIPTION DE1711 DE1711'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1711'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI) DE1711'SOUTHWEST OF PELION, DE1711'3.0 KM (2.0 MI) SOUTH-SOUTHEAST OF FAIRVIEW CROSSROADS, DE1711'0.3 KM (0.2 MI) NORTHEAST OF THE AIKEN COUNTY LINE, AT THE ENTRANCE DE1711'ROAD TO THE COOPERS CREEK GOLF COURSE. DE1711'OWNERSHIP--COOPERS CREEK GOLF COURSE, PO BOX 96, PELION SC 29123. DE1711'PHONE 803-894-3666. DE1711' DE1711'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 178, STATE DE1711'HIGHWAY 113 AND S-32-278 IN FAIRVIEW CROSSROADS, GO DE1711'SOUTH FOR 0.23 KM (0.15 MI) ON HIGHWAY 113 TO A FORK, DE1711'TURN LEFT AND GO SOUTHEAST FOR 3.22 KM (2.0 MI) ON HIGHWAY 113 TO A DE1711'CROSSROAD AND STATION ON THE RIGHT. DE1711' DE1711'THE STATION IS A STANDARD NGS DISK DE1711'STAMPED---COOPERS 1985---, DE1711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1711'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1711'13.2 METERS (43.3 FT) WEST FROM THE HIGHWAY CENTER, DE1711'8.0 METERS (26.2 FT) SOUTH FROM THE ENTRANCE ROAD CENTER, DE1711'3.1 METERS (10.2 FT) NORTHEAST FROM THE WEST MAIN COLUMN SUPPORTING DE1711'THE GOLF COURSE SIGN, DE1711'4.7 METERS (15.4 FT) NORTHWEST FROM THE EAST MAIN COLUMN. DE1711'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1711'STAMPED---COOPERS 1985---, DE1711'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1711' DE1711'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1711'STAMPED---COOPERS 1985---, DE1711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1711'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1711'7.0 METERS (23.0 FT) SOUTHWEST FROM THE ENTRANCE ROAD CENTER, DE1711'0.8 METERS (2.6 FT) NORTHEAST FROM A UTILITY POLE WITH WITNESS SIGN, DE1711'2.3 METERS (7.5 FT) SOUTHWEST FROM THE PAVEMENT EDGE, DE1711'22.3 METERS (73.2 FT) SOUTHEAST FROM THE CENTER OF A 1.3-METER DE1711'SQUARE CONCRETE DRAIN COVER PROJECTING ABOUT 30 CM. DE1711'TO REACH THE AZIMUTH FROM THE STATION, DE1711'TURN RIGHT NORTHWEST FOR 0.48 KM (0.3 MI) ON THE ENTRANCE ROAD DE1711'TO A SLIGHT CURVE AT A POND AND THE MARK ON THE LEFT. DE1711'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1711'STAMPED---COOPERS 1985---, DE1711'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1711' DE1711'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1711 DE1711 STATION RECOVERY (2000) DE1711 DE1711'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1711'STATION IS LOCATED 7.0 MILES (11.3 KM) WEST SOUTHWEST OF PELION, 18.8 DE1711'MILES (30.3 KM) SOUTHWEST OF LEXINGTON. OWNERSHIP--COOPERS CREEK GOLF DE1711'CLUB, 700 WAGENER HIGHWAY, LEESVILLE, SC 29070, PHONE 803-894-3666. DE1711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE DE1711'HIGHWAY 113, 6.5 MILES (10.5 KM) WEST OF PELION, GO SOUTH ON HIGHWAY DE1711'113 FOR 2.2 MILES (3.5 KM) TO THE STATION ON THE RIGHT IN THE DE1711'SOUTHWEST ANGLE OF THE ENTRANCE DRIVE RIGHT TO THE COOPERS CREEK GOLF DE1711'COURSE. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL DE1711'WITH THE DRIVE, 45.3 FEET (13.8 M) WEST OF THE CENTER OF THE ROAD, DE1711'25.7 FEET (7.8 M) SOUTH OF THE CENTER OF THE DRIVE, 26.0 FEET (7.9 M) DE1711'WEST SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT CONCRETE PIPE CULVERT DE1711'BENEATH THE DRIVE, 26.1 FEET (8.0 M) EAST OF EAST CORNER OF THE DE1711'WESTERN MOST BRICK COLUMN, 15.6 NORTH NORTHWEST OF THE EAST CORNER OF DE1711'THE EASTERN MOST BRICK COLUMN. NOTE-STATION IS INTERVISIBLE WITH DE1711'AZIMUTH MARK COOPERS AZ MK. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1712 *********************************************************************** DE1712 DESIGNATION - COOPERS AZ MK DE1712 PID - DE1712 DE1712 STATE/COUNTY- SC/LEXINGTON DE1712 USGS QUAD - WAGENER (1986) DE1712 DE1712 *CURRENT SURVEY CONTROL DE1712 ___________________________________________________________________ DE1712* NAD 83(1986)- 33 43 48.94738(N) 081 21 53.18430(W) ADJUSTED DE1712* NAVD 88 - 85.22 (meters) 279.6 (feet) GPS OBS DE1712 ___________________________________________________________________ DE1712 LAPLACE CORR- -1.87 (seconds) DEFLEC99 DE1712 GEOID HEIGHT- -30.90 (meters) GEOID99 DE1712 DE1712 HORZ ORDER - FIRST DE1712 DE1712.The North Carolina/South Carolina HARNS have been completed but, DE1712.due to contractual restrictions, coordinates for these stations DE1712.will NOT be published in the near future. In the interim, the DE1712.published coordinates in North and South Carolina will not be DE1712.consistent with the Continuously Operating Reference Stations DE1712.(CORS). The HARN coordinates for these stations are available DE1712.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1712.Lapine(803-896-7700). DE1712. DE1712.In addition, the published North and South Carolina positions DE1712.(NAD 83 (1986)) are NOT consistent with those determined in DE1712.adjacent state readjustments. The discontinuity between stations DE1712.located in North or South Carolina and those in adjacent states DE1712.which have been adjusted to the HARN may be as much as 5 DE1712.decimeters. This will result in a significant loss of accuracy DE1712.over lines crossing such state borders. DE1712 DE1712 DE1712.The horizontal coordinates were established by GPS observations DE1712.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE1712 DE1712.The orthometric height was determined by GPS observations and a DE1712.high-resolution geoid model using precise GPS observation and DE1712.processing techniques. DE1712 DE1712.The Laplace correction was computed from DEFLEC99 derived deflections. DE1712 DE1712.The geoid height was determined by GEOID99. DE1712 DE1712; North East Units Scale Converg. DE1712;SPC SC - 210,421.441 575,801.369 MT 0.99979422 -0 12 08.0 DE1712;SPC SC - 690,359.06 1,889,112.10 iFT 0.99979422 -0 12 08.0 DE1712;UTM 17 - 3,732,308.480 466,207.777 MT 0.99961408 -0 12 09.2 DE1712 DE1712: Primary Azimuth Mark Grid Az DE1712:SPC SC - COOPERS 106 38 12.8 DE1712:UTM 17 - COOPERS 106 38 14.0 DE1712 DE1712|---------------------------------------------------------------------| DE1712| PID Reference Object Distance Geod. Az | DE1712| dddmmss.s | DE1712| DE1711 COOPERS APPROX. 0.5 KM 1062604.8 | DE1712|---------------------------------------------------------------------| DE1712 DE1712 SUPERSEDED SURVEY CONTROL DE1712 DE1712 NAD 83(1986)- 33 43 48.95147(N) 081 21 53.18475(W) AD( ) 2 DE1712 NGVD 29 - 85.9 (m) 282. (f) VERT ANG DE1712 DE1712.Superseded values are not recommended for survey control. DE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1712.See file dsdata.txt to determine how the superseded data were derived. DE1712 DE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6620832308(NAD 83) DE1712_MARKER: DZ = AZIMUTH MARK DISK DE1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1712_STAMPING: COOPERS 1985 DE1712_MARK LOGO: NGS DE1712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1712+STABILITY: SURFACE MOTION DE1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1712+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1712 DE1712 HISTORY - Date Condition Report By DE1712 HISTORY - 1985 MONUMENTED SCGS DE1712 HISTORY - 20001121 GOOD SCGS DE1712 DE1712 STATION DESCRIPTION DE1712 DE1712'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1712'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI) DE1712'SOUTHWEST OF PELION, DE1712'3.0 KM (2.0 MI) SOUTH-SOUTHEAST OF FAIRVIEW CROSSROADS, DE1712'0.3 KM (0.2 MI) NORTHEAST OF THE AIKEN COUNTY LINE, ALONG THE DE1712'ENTRANCE ROAD TO THE COOPERS CREEK GOLF COURSE. DE1712'OWNERSHIP--COOPERS CREEK GOLF COURSE, PO BOX 96, PELION SC 29123. DE1712'PHONE 803-894-3666. DE1712' DE1712'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 178, STATE DE1712'HIGHWAY 113 AND S-32-278 IN FAIRVIEW CROSSROADS, GO DE1712'SOUTH FOR 0.23 KM (0.15 MI) ON HIGHWAY 113 TO A FORK, DE1712'TURN LEFT AND GO SOUTHEAST FOR 3.22 KM (2.0 MI) ON HIGHWAY 113 TO A DE1712'CROSSROAD, DE1712'TURN RIGHT AND GO NORTHWEST FOR 0.48 KM (0.3 MI) ON THE GOLF COURSE DE1712'ENTRANCE ROAD TO A SLIGHT CURVE AT A POND AND THE STATION ON THE DE1712'LEFT. DE1712' DE1712'THE STATION IS A STANDARD NGS DISK DE1712'STAMPED---COOPERS 1985---, DE1712'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1712'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1712'7.0 METERS (23.0 FT) SOUTHWEST FROM THE ROAD CENTER, DE1712'0.8 METERS (2.6 FT) NORTHEAST FROM A UTILITY POLE WITH A WITNESS DE1712'SIGN, DE1712'2.3 METERS (7.5 FT) SOUTHWEST FROM THE PAVEMENT EDGE, DE1712'22.3 METERS (73.2 FT) SOUTHEAST FROM A 1.3-METER SQUARE CONCRETE DE1712'DRAIN COVER PROJECTING 30 CM. DE1712'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1712'STAMPED---COOPERS 1985---, DE1712'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1712' DE1712'DESCRIPTION TEXT TYPED BY CKP. DE1712 DE1712 STATION RECOVERY (2000) DE1712 DE1712'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1712'STATION IS LOCATED 6.9 MILES (11.1 KM) WEST SOUTHWEST OF PELION, 18.8 DE1712'MILES (30.3 KM) SOUTHWEST OF LEXINGTON. OWNERSHIP--COOPERS CREEK GOLF DE1712'CLUB, 700 WAGENER HIGHWAY, LEESVILLE, SC 29070, PHONE 803-894-3666. DE1712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 178 AND STATE DE1712'HIGHWAY 113, 6.5 MILES (10.5 KM) WEST OF PELION, GO SOUTH ON HIGHWAY DE1712'113 FOR 2.2 MILES (3.5 KM) TO THE ENTRANCE DRIVE RIGHT TO THE COOPERS DE1712'CREEK GOLF COURSE, TURN RIGHT ON THE ENTRANCE DRIVE FOR 0.3 MILE (0.5 DE1712'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A DE1712'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) BELOW DE1712'THE DRIVE, 24.1 FEET (7.3 M) SOUTHWEST OF THE CENTER OF THE DRIVE, 2.6 DE1712'FEET (0.8 M) NORTHEAST OF THE POWER POLE WITH A TRANSFORMER, TWO GUY DE1712'WIRES AND A METAL WITNESS POST SIGN ATTACHED, 12.7 FEET (3.9 M) SOUTH DE1712'SOUTHEAST OF A WOODEN FENCE POST WITH A SCGS REFERENCE WASHER DE1712'ATTACHED, 13.2 FEET (4.0 M) WEST OF A WOODEN FENCE POST WITH A SCGS DE1712'REFERENCE WASHER ATTACHED, 70.7 FEET (21.5 M) SOUTHEAST OF THE SOUTH DE1712'CORNER OF A 4-FOOT SQUARE CONCRETE DRAIN COVER. NOTE-STATION IS DE1712'INTERVISIBLE WITH HORIZONTAL STATION COOPERS. RECOVERED BY R.P. DE1712'MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC1244 *********************************************************************** EC1244 DESIGNATION - DAM EC1244 PID - EC1244 EC1244 STATE/COUNTY- SC/LEXINGTON EC1244 USGS QUAD - IRMO (1990) EC1244 EC1244 *CURRENT SURVEY CONTROL EC1244 ___________________________________________________________________ EC1244* NAD 83(1986)- 34 02 21.34949(N) 081 12 59.93045(W) ADJUSTED EC1244* NAVD 88 - 113.966 (meters) 373.90 (feet) ADJUSTED EC1244 ___________________________________________________________________ EC1244 LAPLACE CORR- -2.43 (seconds) DEFLEC99 EC1244 GEOID HEIGHT- -30.73 (meters) GEOID99 EC1244 DYNAMIC HT - 113.850 (meters) 373.52 (feet) COMP EC1244 MODELED GRAV- 979,620.2 (mgal) NAVD 88 EC1244 EC1244 HORZ ORDER - FIRST EC1244 VERT ORDER - FIRST CLASS II EC1244 EC1244.The North Carolina/South Carolina HARNS have been completed but, EC1244.due to contractual restrictions, coordinates for these stations EC1244.will NOT be published in the near future. In the interim, the EC1244.published coordinates in North and South Carolina will not be EC1244.consistent with the Continuously Operating Reference Stations EC1244.(CORS). The HARN coordinates for these stations are available EC1244.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC1244.Lapine(803-896-7700). EC1244. EC1244.In addition, the published North and South Carolina positions EC1244.(NAD 83 (1986)) are NOT consistent with those determined in EC1244.adjacent state readjustments. The discontinuity between stations EC1244.located in North or South Carolina and those in adjacent states EC1244.which have been adjusted to the HARN may be as much as 5 EC1244.decimeters. This will result in a significant loss of accuracy EC1244.over lines crossing such state borders. EC1244 EC1244 EC1244.The horizontal coordinates were established by GPS observations EC1244.and adjusted by the National Geodetic Survey in February 1988. EC1244 EC1244.The orthometric height was determined by differential leveling EC1244.and adjusted by the National Geodetic Survey in March 1994. EC1244 EC1244.The Laplace correction was computed from DEFLEC99 derived deflections. EC1244 EC1244.The geoid height was determined by GEOID99. EC1244 EC1244.The dynamic height is computed by dividing the NAVD 88 EC1244.geopotential number by the normal gravity value computed on the EC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC1244.degrees latitude (g = 980.6199 gals.). EC1244 EC1244.The modeled gravity was interpolated from observed gravity values. EC1244 EC1244; North East Units Scale Converg. EC1244;SPC SC - 244,650.409 589,598.022 MT 0.99981443 -0 07 12.4 EC1244;SPC SC - 802,658.82 1,934,376.71 iFT 0.99981443 -0 07 12.4 EC1244;UTM 17 - 3,766,530.641 480,002.279 MT 0.99960493 -0 07 16.6 EC1244 EC1244 SUPERSEDED SURVEY CONTROL EC1244 EC1244 NGVD 29 - 114.2 (m) 375. (f) GPS OBS EC1244 EC1244.Superseded values are not recommended for survey control. EC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1244.See file dsdata.txt to determine how the superseded data were derived. EC1244 EC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8000266531(NAD 83) EC1244_MARKER: DH = HORIZONTAL CONTROL DISK EC1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1244_STAMPING: DAM 1985 EC1244_MARK LOGO: NGS EC1244_PROJECTION: FLUSH EC1244_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1244+STABILITY: SURFACE MOTION EC1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1244+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC1244 EC1244 HISTORY - Date Condition Report By EC1244 HISTORY - 1985 MONUMENTED SCGS EC1244 HISTORY - 1985 GOOD SCGS EC1244 HISTORY - 19860127 GOOD EC1244 HISTORY - 19881109 GOOD NGS EC1244 HISTORY - 19901218 GOOD SCGS EC1244 HISTORY - 19910129 GOOD EC1244 HISTORY - 19930103 GOOD SCGS EC1244 HISTORY - 19960221 GOOD GEOMET EC1244 HISTORY - 20000612 GOOD SCGS EC1244 EC1244 STATION DESCRIPTION EC1244 EC1244'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) EC1244'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) EC1244'NORTH OF LEXINGTON, EC1244'6.5 KM (4.0 MI) SOUTHWEST OF IRMO, AT THE SOUTH END OF THE SALUDA EC1244'DAM, IN A RECREATION AREA INSIDE A CYCLONE FENCE ALONG THE HIGHWAY. EC1244'OWNERSHIP--SOUTH CAROLINA ELECTRIC AND GAS COMPANY, 1426 MAIN EC1244'STREET, COLUMBIA SC. EC1244' EC1244'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 378 EAST AND EC1244'STATE HIGHWAY 6 AT THE NORTH EDGE OF LEXINGTON, GO EC1244'NORTH FOR 5.3 KM (3.3 MI) ON HIGHWAY 6 TO AN ENTRANCE GATE ON THE EC1244'LEFT, EC1244'TURN LEFT, THEN RIGHT, NORTH 50 METERS (164.0 FT) ALONG FENCE EC1244'TO THE STATION ON THE LEFT JUST BEFORE REACHING GATE ON LEFT TO EC1244'RECREATION AREA. EC1244' EC1244'THE STATION IS A STANDARD NGS DISK EC1244'STAMPED---DAM 1985---, EC1244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1244'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED EC1244'49.2 METERS (161.4 FT) NORTH FROM THE CENTER OF THE ENTRANCE GATE, EC1244'26.8 METERS (87.9 FT) SOUTH FROM A UTILITY POLE AT NORTH EDGE OF EC1244'LAWN, EC1244'2.1 METERS (6.9 FT) WEST FROM A UTILITY POLE WITH WITNESS SIGN IN EC1244'FENCELINE. EC1244'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1244'STAMPED---DAM 1985---, EC1244'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1244' EC1244'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EC1244'STAMPED---DAM 1985---, EC1244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1244'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EC1244'14 METERS (45.9 FT) WEST FROM THE HIGHWAY CENTER ON THE RIGHT-OF-WAY, EC1244'34.2 METERS (112.2 FT) SOUTH FROM THE SOUTH EDGE OF PAVEMENT OF EC1244'ENTRANCE ROAD TO RECREATION AREA, EC1244'0.7 METERS (2.3 FT) EAST FROM A FIBERGLASS WITNESS POST IN THE EC1244'FENCELINE, EC1244'50.9 METERS (167.0 FT) NORTH FROM A PLAQUE SET IN A STONE GATEWAY EC1244'PILLAR. EC1244'TO REACH THE AZIMUTH FROM THE STATION, EC1244'GO SOUTH FOR 50 METERS (164.0 FT) ON THE FENCE LINE , TURN LEFT AND EC1244'PROCEED THROUGH GATE TO HIGHWAY 6, TURN LEFT FOR 2.78 METERS EC1244'(1.75 FT) TO AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING ENTRANCE EC1244'TO THE RECREATION AREA ON THE LEFT. EC1244'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1244'STAMPED---DAM 1985---, EC1244'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1244' EC1244'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. EC1244 EC1244 STATION RECOVERY (1985) EC1244 EC1244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 EC1244'RECOVERED IN GOOD CONDITION. EC1244 EC1244 STATION RECOVERY (1986) EC1244 EC1244'RECOVERED 1986 EC1244'RECOVERED IN GOOD CONDITION. EC1244 EC1244 STATION RECOVERY (1988) EC1244 EC1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 EC1244'RECOVERED IN GOOD CONDITION. EC1244 EC1244 STATION RECOVERY (1990) EC1244 EC1244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC1244'STATION IS LOCATED 3.9 MILES SOUTHWEST OF IRMO, 4.1 MILES NORTHEAST OF EC1244'LEXINGTON. OWNERSHIP--SOUTH CAROLINA ELECTRIC AND GAS, 1426 MAIN EC1244'STREET, COLUMBIA, SC 29202. EC1244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 60 (2.6 EC1244'MILES SOUTHWEST OF IRMO), GO SOUTH ON HIGHWAY 6 FOR 1.8 MILES TO THE EC1244'STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE ON THE INSIDE OF A EC1244'CHAIN LINK FENCE AT THE SOUTH END OF THE SALUDA DAM FOR LAKE MURRAY. EC1244'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1244'HIGHWAY, 153.3 FEET NORTH OF THE CENTER OF AN ENTRANCE DRIVE TO A EC1244'RECREATIONAL AREA, 64.9 FEET EAST SOUTHEAST OF THE SOUTH END OF A EC1244'CURVED SHAPED CONCRETE RETAINING WALL, 90.5 FEET SOUTH SOUTHWEST OF EC1244'THE NORTH END OF THE CHAIN LINK FENCE, 37.1 FEET WEST OF THE CENTER EC1244'OF THE HIGHWAY, 7.0 FEET WEST OF THE SECURITY LIGHT POLE WITH A EC1244'WITNESS SIGN ATTACHED AT THE BOTTOM, 7.4 FEET WEST OF THE FENCE, 7.0 EC1244'FEET WEST OF A WITNESS POST. EC1244'RECOVERED BY J.R. WERNER. EC1244 EC1244 STATION RECOVERY (1991) EC1244 EC1244'RECOVERED 1991 EC1244'RECOVERED IN GOOD CONDITION. EC1244 EC1244 STATION RECOVERY (1993) EC1244 EC1244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC1244'RECOVERED IN GOOD CONDITION. EC1244 EC1244 STATION RECOVERY (1996) EC1244 EC1244'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL) EC1244'GOOD. EC1244 EC1244 STATION RECOVERY (2000) EC1244 EC1244'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC1244'STATION IS LOCATED 3.9 MILES (6.3 KM) NORTHEAST OF LEXINGTON. EC1244'OWNERSHIP--SOUTH CAROLINA ELECTRIC AND GAS COMPANY. TO REACH THE EC1244'STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 EC1244'AND 6 (NORTH LAKE DRIVE) AND STATE ROAD 107 (BUSH RIVER ROAD) , 2.6 EC1244'MILES (4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 1.8 MILES EC1244'(2.9 KM) TO THE STATION ON THE RIGHT NEAR A SECURITY LIGHT POLE INSIDE EC1244'A CHAIN LINK FENCE FOR THE SOUTH CAROLINA ELECTRIC AND GAS EC1244'RECREATIONAL SITE NUMBER 1. STATION IS A CONCRETE POST FLUSH WITH THE EC1244'GROUND AND 7.0 FEET (2.1 M) ABOVE THE HIGHWAY, 37.2 FEET (11.3 M) WEST EC1244'OF THE CENTER OF THE HIGHWAY, 155.0 FEET (47.2 M) NORTH NORTHEAST OF EC1244'THE CENTER OF THE ENTRANCE DRIVE, 7.3 FEET (2.2 M) WEST OF THE FENCE EC1244'LINE, 77.2 FEET (23.5 M) NORTHEAST OF A FLAG POLE, 6.8 FEET (2.1 M) EC1244'WEST OF A WITNESS POST BESIDE THE SECURITY LIGHT POLE. NOTE-STATION IS EC1244'INTERVISIBLE WITH AZIMUTH MARK DAM AZ MK. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC1245 *********************************************************************** EC1245 DESIGNATION - DAM AZ MK EC1245 PID - EC1245 EC1245 STATE/COUNTY- SC/LEXINGTON EC1245 USGS QUAD - IRMO (1990) EC1245 EC1245 *CURRENT SURVEY CONTROL EC1245 ___________________________________________________________________ EC1245* NAD 83(1986)- 34 03 46.93447(N) 081 13 16.79544(W) ADJUSTED EC1245* NAVD 88 - 113.880 (meters) 373.62 (feet) ADJUSTED EC1245 ___________________________________________________________________ EC1245 LAPLACE CORR- -2.34 (seconds) DEFLEC99 EC1245 GEOID HEIGHT- -30.68 (meters) GEOID99 EC1245 DYNAMIC HT - 113.765 (meters) 373.24 (feet) COMP EC1245 MODELED GRAV- 979,626.4 (mgal) NAVD 88 EC1245 EC1245 HORZ ORDER - SECOND EC1245 VERT ORDER - FIRST CLASS II EC1245 EC1245.The North Carolina/South Carolina HARNS have been completed but, EC1245.due to contractual restrictions, coordinates for these stations EC1245.will NOT be published in the near future. In the interim, the EC1245.published coordinates in North and South Carolina will not be EC1245.consistent with the Continuously Operating Reference Stations EC1245.(CORS). The HARN coordinates for these stations are available EC1245.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC1245.Lapine(803-896-7700). EC1245. EC1245.In addition, the published North and South Carolina positions EC1245.(NAD 83 (1986)) are NOT consistent with those determined in EC1245.adjacent state readjustments. The discontinuity between stations EC1245.located in North or South Carolina and those in adjacent states EC1245.which have been adjusted to the HARN may be as much as 5 EC1245.decimeters. This will result in a significant loss of accuracy EC1245.over lines crossing such state borders. EC1245 EC1245 EC1245.The horizontal coordinates were established by classical geodetic methods EC1245.and adjusted by the National Geodetic Survey in February 1988. EC1245.No horizontal observational check was made to the station. EC1245 EC1245.The orthometric height was determined by differential leveling EC1245.and adjusted by the National Geodetic Survey in March 1994. EC1245 EC1245.The Laplace correction was computed from DEFLEC99 derived deflections. EC1245 EC1245.The geoid height was determined by GEOID99. EC1245 EC1245.The dynamic height is computed by dividing the NAVD 88 EC1245.geopotential number by the normal gravity value computed on the EC1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC1245.degrees latitude (g = 980.6199 gals.). EC1245 EC1245.The modeled gravity was interpolated from observed gravity values. EC1245 EC1245; North East Units Scale Converg. EC1245;SPC SC - 247,287.881 589,171.152 MT 0.99981719 -0 07 21.7 EC1245;SPC SC - 811,311.95 1,932,976.22 iFT 0.99981719 -0 07 21.7 EC1245;UTM 17 - 3,769,167.566 479,575.555 MT 0.99960514 -0 07 26.3 EC1245 EC1245 SUPERSEDED SURVEY CONTROL EC1245 EC1245 NGVD 29 - 114.1 (m) 374. (f) VERT ANG EC1245 EC1245.Superseded values are not recommended for survey control. EC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1245.See file dsdata.txt to determine how the superseded data were derived. EC1245 EC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7957669168(NAD 83) EC1245_MARKER: DZ = AZIMUTH MARK DISK EC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1245_STAMPING: DAM 1985 EC1245_MARK LOGO: NGS EC1245_PROJECTION: FLUSH EC1245_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1245+STABILITY: SURFACE MOTION EC1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1245+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002 EC1245 EC1245 HISTORY - Date Condition Report By EC1245 HISTORY - 1985 MONUMENTED SCGS EC1245 HISTORY - 1985 GOOD SCGS EC1245 HISTORY - 19901219 GOOD SCGS EC1245 HISTORY - 19921201 GOOD SCGS EC1245 HISTORY - 19960220 GOOD GEOMET EC1245 HISTORY - 1998 GOOD USPSQD EC1245 HISTORY - 20000612 GOOD SCGS EC1245 HISTORY - 20020202 GOOD USPSQD EC1245 EC1245 STATION DESCRIPTION EC1245 EC1245'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) EC1245'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EC1245'NORTH OF LEXINGTON, EC1245'4.8 KM (3.0 MI) SOUTHWEST OF IRMO, AT THE NORTH END OF THE SALUDA EC1245'DAM, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 6, ADJACENT TO A EC1245'RECREATION AREA. EC1245'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. EC1245' EC1245'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 378 EAST AND EC1245'STATE HIGHWAY 6 AT THE NORTH EDGE OF LEXINGTON, GO EC1245'NORTH FOR 8.08 KM (5.05 MI) ON HIGHWAY 6 TO THE MARK ON THE LEFT EC1245'JUST BEFORE REACHING ENTRANCE TO THE RECREATION AREA ON THE LEFT. EC1245' EC1245'THE STATION IS A STANDARD NGS DISK EC1245'STAMPED---DAM 1985---, EC1245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1245'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EC1245'14.0 METERS (45.9 FT) WEST FROM THE HIGHWAY CENTER, EC1245'34.2 METERS (112.2 FT) SOUTH FROM THE SOUTH EDGE OF PAVEMENT OF EC1245'ENTRANCE DRIVE TO RECREATION AREA, EC1245'0.7 METERS (2.3 FT) EAST FROM THE FIBERGLASS WITNESS POST IN EC1245'FENCELINE, EC1245'50.9 METERS (167.0 FT) NORTH FROM A PLAQUE SET IN A STONE GATEWAY EC1245'PILLAR. EC1245'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1245'STAMPED---DAM 1985---, EC1245'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1245' EC1245'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. EC1245 EC1245 STATION RECOVERY (1985) EC1245 EC1245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 EC1245'RECOVERED IN GOOD CONDITION. EC1245 EC1245 STATION RECOVERY (1990) EC1245 EC1245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC1245'STATION IS LOCATED 2.7 MILES SOUTHWEST OF IRMO. OWNERSHIP--SCDHPT, EC1245'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC1245'803-737-1350. EC1245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 60 (2.6 EC1245'MILES SOUTHWEST OF IRMO), GO SOUTH ON HIGHWAY 6 FOR 0.15 MILE TO THE EC1245'STATION ON THE RIGHT NEAR A CONCRETE RETAINING WALL IN THE SOUTHWEST EC1245'ANGLE OF THE ENTRANCE DRIVE TO A RECREATIONAL AREA AT THE NORTH END EC1245'OF THE SALUDA DAM FOR LAKE MURRAY. EC1245'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1245'HIGHWAY, 167.1 FEET NORTH OF THE NORTHEAST CORNER OF A ROCK MONUMENT EC1245'WITH A LIGHT AND PLAQUE ON THE WEST SIDE OF THE HIGHWAY, 135.3 FEET EC1245'SOUTH OF THE CENTER OF THE ENTRANCE DRIVE, 63.3 FEET EAST OF A EC1245'SECURITY LIGHT POLE NUMBER 265240, 44.6 FEET WEST OF THE CENTER OF EC1245'THE HIGHWAY, 109.5 FEET SOUTH OF A POWER POLE NUMBER 357534 WITH A EC1245'TRANSFORMER, 6.8 FEET EAST OF THE RETAINING WALL. EC1245'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION DAM. EC1245'RECOVERED BY J.R. WERNER. EC1245 EC1245 STATION RECOVERY (1992) EC1245 EC1245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 EC1245'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHWEST OF IRMO. EC1245'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC1245'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC1245'JUNCTION OF STATE HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE EC1245'DRIVE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 EC1245'FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT NEAR A 2.0-FOOT EC1245'HIGH CONCRETE RETAINING WALL, BEFORE THE ENTRANCE TO THE LAKE MURRAY EC1245'DAM. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT EC1245'(15.2 CM) BELOW THE HIGHWAY, 45.0 FEET (13.7 M) WEST OF THE CENTER OF EC1245'THE HIGHWAY, 167.2 FEET (51.0 M) NORTH OF THE NORTHEAST CORNER OF THE EC1245'WEST GRANITE ENTRANCE WAY TO THE DAM, 6.7 FEET (2.0 M) EAST OF THE EC1245'EAST FACE OF THE WALL, 109.3 FEET (33.3 M) SOUTH OF A POWER POLE EC1245'NUMBER 357534 WITH TRANSFORMER, 99.3 FEET (30.3 M) SOUTH OF THE SOUTH EC1245'END OF A 1.3-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVE TO A PARKING EC1245'AREA FOR THE LAKE. RECOVERED BY D.D. WOODS. EC1245 EC1245 STATION RECOVERY (1996) EC1245 EC1245'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LGW) EC1245'GOOD. EC1245 EC1245 STATION RECOVERY (1998) EC1245 EC1245'RECOVERY NOTE BY US POWER SQUADRON 1998 EC1245'RECOVERED IN GOOD CONDITION. EC1245 EC1245 STATION RECOVERY (2000) EC1245 EC1245'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC1245'STATION IS LOCATED 2.7 MILES (4.3 KM) SOUTHWEST OF IRMO, 5.7 MILES EC1245'(9.2 KM) NORTH OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF EC1245'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC1245'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC1245'HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 AND 6 (NORTH LAKE DRIVE) AND STATE EC1245'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC1245'SOUTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT EC1245'NEAR A 2.0-FOOT HIGH CONCRETE RETAINING WALL, BEFORE THE ENTRANCE TO EC1245'THE LAKE MURRAY DAM. STATION IS A CONCRETE POST FLUSH WITH THE GROUND EC1245'AND LEVEL WITH THE HIGHWAY, 44.0 FEET (13.4 M) WEST OF THE CENTER OF EC1245'THE HIGHWAY, 167.3 FEET (51.0 M) NORTH OF THE NORTHEAST CORNER OF THE EC1245'WEST GRANITE ENTRANCE WAY TO THE DAM, 6.6 FEET (2.0 M) EAST SOUTHEAST EC1245'OF THE EAST FACE OF THE WALL, 109.6 FEET (33.4 M) SOUTH OF A POWER EC1245'POLE NUMBER 357534 WITH A TRANSFORMER AND METER, 99.3 FEET (30.3 M) EC1245'SOUTH SOUTHWEST OF THE SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT EC1245'BENEATH A DRIVE TO A PARKING AREA FOR THE LAKE. NOTE-STATION IS EC1245'INTERVISIBLE WITH HORIZONTAL STATION DAM. RECOVERED BY J.B. SMOAK. EC1245 EC1245 STATION RECOVERY (2002) EC1245 EC1245'RECOVERY NOTE BY US POWER SQUADRON 2002 (JM) EC1245'WITNESS POST MISSING. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1713 *********************************************************************** DE1713 DESIGNATION - EBENEZER DE1713 PID - DE1713 DE1713 STATE/COUNTY- SC/LEXINGTON DE1713 USGS QUAD - POND BRANCH (1986) DE1713 DE1713 *CURRENT SURVEY CONTROL DE1713 ___________________________________________________________________ DE1713* NAD 83(1986)- 33 39 35.21649(N) 081 10 50.12731(W) ADJUSTED DE1713* NAVD 88 - 80.99 (meters) 265.7 (feet) GPS OBS DE1713 ___________________________________________________________________ DE1713 LAPLACE CORR- -1.49 (seconds) DEFLEC99 DE1713 GEOID HEIGHT- -31.18 (meters) GEOID99 DE1713 DE1713 HORZ ORDER - FIRST DE1713 DE1713.The North Carolina/South Carolina HARNS have been completed but, DE1713.due to contractual restrictions, coordinates for these stations DE1713.will NOT be published in the near future. In the interim, the DE1713.published coordinates in North and South Carolina will not be DE1713.consistent with the Continuously Operating Reference Stations DE1713.(CORS). The HARN coordinates for these stations are available DE1713.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1713.Lapine(803-896-7700). DE1713. DE1713.In addition, the published North and South Carolina positions DE1713.(NAD 83 (1986)) are NOT consistent with those determined in DE1713.adjacent state readjustments. The discontinuity between stations DE1713.located in North or South Carolina and those in adjacent states DE1713.which have been adjusted to the HARN may be as much as 5 DE1713.decimeters. This will result in a significant loss of accuracy DE1713.over lines crossing such state borders. DE1713 DE1713 DE1713.The horizontal coordinates were established by GPS observations DE1713.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in November 2002. DE1713 DE1713.The orthometric height was determined by GPS observations and a DE1713.high-resolution geoid model using precise GPS observation and DE1713.processing techniques. DE1713 DE1713.The Laplace correction was computed from DEFLEC99 derived deflections. DE1713 DE1713.The geoid height was determined by GEOID99. DE1713 DE1713; North East Units Scale Converg. DE1713;SPC SC - 202,560.525 592,853.392 MT 0.99979367 -0 06 00.4 DE1713;SPC SC - 664,568.65 1,945,057.06 iFT 0.99979367 -0 06 00.4 DE1713;UTM 17 - 3,724,448.988 483,256.617 MT 0.99960346 -0 06 00.3 DE1713 DE1713: Primary Azimuth Mark Grid Az DE1713:SPC SC - EBENEZER AZ MK 205 38 02.0 DE1713:UTM 17 - EBENEZER AZ MK 205 38 01.9 DE1713 DE1713|---------------------------------------------------------------------| DE1713| PID Reference Object Distance Geod. Az | DE1713| dddmmss.s | DE1713| DE1714 EBENEZER AZ MK APPROX. 1.0 KM 2053201.6 | DE1713|---------------------------------------------------------------------| DE1713 DE1713 SUPERSEDED SURVEY CONTROL DE1713 DE1713 NAD 83(1986)- 33 39 35.21772(N) 081 10 50.12794(W) AD( ) 1 DE1713 NGVD 29 - 81.3 (m) 267. (f) GPS OBS DE1713 DE1713.Superseded values are not recommended for survey control. DE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1713.See file dsdata.txt to determine how the superseded data were derived. DE1713 DE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8325724449(NAD 83) DE1713_MARKER: DH = HORIZONTAL CONTROL DISK DE1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1713_STAMPING: EBENEZER 1985 DE1713_MARK LOGO: NGS DE1713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1713+STABILITY: SURFACE MOTION DE1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1713+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000 DE1713 DE1713 HISTORY - Date Condition Report By DE1713 HISTORY - 1985 MONUMENTED SCGS DE1713 HISTORY - 1985 GOOD SCGS DE1713 HISTORY - 19900816 GOOD SCGS DE1713 HISTORY - 20001120 GOOD SCGS DE1713 DE1713 STATION DESCRIPTION DE1713 DE1713'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1713'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI) DE1713'SOUTHEAST OF PELION, DE1713'6.5 KM (4.0 MI) WEST OF WOODFORD, DE1713'0.8 KM (0.5 MI) NORTHWEST OF THE ORANGEBURG COUNTY LINE, IN THE DE1713'NORTHEAST ANGLE OF JUNCTION OF US HIGHWAY 178 AND STATE HIGHWAY 3, DE1713'IN WEST YARD OF THE EBENEZER METHODIST CHURCH. DE1713'OWNERSHIP--EBENEZER METHODIST CHURCH, PO BOX 27, PELION SC 29123. DE1713' DE1713'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 178 AND 3 , DE1713'WHICH IS ABOUT 6.5 KM (4.0 MI) WEST OF WOODFORD, GO DE1713'EAST-NORTHEAST FOR 46.0 METERS (150.0 FT) ON THE ROAD RIGHT-OF-WAY DE1713'TO THE WEST YARD OF THE EBENEZER METHODIST CHURCH AND STATION. DE1713' DE1713'THE STATION IS A STANDARD NGS DISK DE1713'STAMPED---EBENEZER 1985---, DE1713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1713'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1713'44.5 METERS (146.0 FT) NORTHEAST FROM THE CENTER OF HIGHWAY 178, DE1713'10.8 METERS (35.4 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 3 (AND DE1713'0.5 METER HIGHER), DE1713'4.4 METERS (14.4 FT) WEST-SOUTHWEST FROM A UTILITY POLE 30945, DE1713'26.4 METERS (86.6 FT) WEST FROM THE WEST ONE OF FOUR FRONT PORCH DE1713'PILLARS, DE1713'24.5 METERS (80.4 FT) SOUTHWEST FROM THE CENTER OF A DIRT DRIVE TO DE1713'THE CHURCH. DE1713'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1713'STAMPED---EBENEZER 1985---, DE1713'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1713' DE1713'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1713'STAMPED---EBENEZER 1985---, DE1713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1713'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND. LOCATED DE1713'4.5 METERS (14.8 FT) SOUTHEAST FROM THE HIGHWAY CENTER, DE1713'0.7 METERS (2.3 FT) NORTHEAST FROM THE NORTHEAST END OF BRIDGE DE1713'RAILING, DE1713'0.5 METERS (1.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST, DE1713'0.3 METERS (1.0 FT) SOUTHEAST FROM A CURVED CURB. DE1713'TO REACH THE AZIMUTH FROM THE STATION, DE1713'GO SOUTHWEST FOR 0.95 KM (0.6 MI) ON HIGHWAY 3 TO THE BRIDGE OVER DE1713'THE NORTH EDISTO RIVER AND MARK ON THE LEFT. DE1713'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1713'STAMPED---EBENEZER 1985---, DE1713'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1713' DE1713'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1713 DE1713 STATION RECOVERY (1985) DE1713 DE1713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 DE1713'RECOVERED IN GOOD CONDITION. DE1713 DE1713 STATION RECOVERY (1990) DE1713 DE1713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 DE1713'RECOVERED IN GOOD CONDITION. DE1713 DE1713 STATION RECOVERY (2000) DE1713 DE1713'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1713'STATION IS LOCATED 3.9 MILES (6.3 KM) WEST OF WOODFORD, 22.4 MILES DE1713'(36.0 KM) SOUTH OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1713'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1713'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY DE1713'3 AND U.S. HIGHWAY 178, 3.9 MILES (6.3 KM) WEST OF WOODFORD, GO DE1713'NORTHEAST ON HIGHWAY 3 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE DE1713'RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST FLUSH WITH THE DE1713'GROUND AND 3.5 FEET (1.1 M) ABOVE THE ROAD, 36.3 FEET (11.1 M) DE1713'SOUTHEAST OF THE CENTER OF THE ROAD, 79.0 FEET (24.1 M) SOUTHWEST OF DE1713'THE CENTER OF THE ENTRANCE DRIVE TO THE EBENEZER METHODIST CHURCH, DE1713'80.9 FEET (24.7 M) WEST OF THE WEST CORNER OF THE FRONT STEPS OF THE DE1713'CHURCH, 13.7 FEET (4.2 M) WEST SOUTHWEST OF THE POWER POLE NUMBER DE1713'30945 WITH A SECURITY LIGHT AND TRANSFORMER, 76.7 FEET (23.4 M) NORTH DE1713'OF THE NORTH CORNER OF A GRANITE (ARMED FORCES) MONUMENT. NOTE-STATION DE1713'IS INTERVISIBLE WITH AZIMUTH MARK EBENEZER AZ MK. RECOVERED BY R.P. DE1713'MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC2902 *********************************************************************** EC2902 DESIGNATION - FORK EC2902 PID - EC2902 EC2902 STATE/COUNTY- SC/LEXINGTON EC2902 USGS QUAD - IRMO (1990) EC2902 EC2902 *CURRENT SURVEY CONTROL EC2902 ___________________________________________________________________ EC2902* NAD 83(1986)- 34 05 18.27539(N) 081 11 27.19372(W) ADJUSTED EC2902* NAVD 88 - 119.417 (meters) 391.79 (feet) ADJUSTED EC2902 ___________________________________________________________________ EC2902 LAPLACE CORR- -1.90 (seconds) DEFLEC99 EC2902 GEOID HEIGHT- -30.68 (meters) GEOID99 EC2902 DYNAMIC HT - 119.298 (meters) 391.40 (feet) COMP EC2902 MODELED GRAV- 979,634.6 (mgal) NAVD 88 EC2902 EC2902 HORZ ORDER - FIRST EC2902 VERT ORDER - FIRST CLASS II EC2902 EC2902.The North Carolina/South Carolina HARNS have been completed but, EC2902.due to contractual restrictions, coordinates for these stations EC2902.will NOT be published in the near future. In the interim, the EC2902.published coordinates in North and South Carolina will not be EC2902.consistent with the Continuously Operating Reference Stations EC2902.(CORS). The HARN coordinates for these stations are available EC2902.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC2902.Lapine(803-896-7700). EC2902. EC2902.In addition, the published North and South Carolina positions EC2902.(NAD 83 (1986)) are NOT consistent with those determined in EC2902.adjacent state readjustments. The discontinuity between stations EC2902.located in North or South Carolina and those in adjacent states EC2902.which have been adjusted to the HARN may be as much as 5 EC2902.decimeters. This will result in a significant loss of accuracy EC2902.over lines crossing such state borders. EC2902 EC2902 EC2902.The horizontal coordinates were established by GPS observations EC2902.and adjusted by the National Geodetic Survey in August 1992. EC2902 EC2902.The orthometric height was determined by differential leveling EC2902.and adjusted by the National Geodetic Survey in March 1994. EC2902 EC2902.The Laplace correction was computed from DEFLEC99 derived deflections. EC2902 EC2902.The geoid height was determined by GEOID99. EC2902 EC2902.The dynamic height is computed by dividing the NAVD 88 EC2902.geopotential number by the normal gravity value computed on the EC2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC2902.degrees latitude (g = 980.6199 gals.). EC2902 EC2902.The modeled gravity was interpolated from observed gravity values. EC2902 EC2902; North East Units Scale Converg. EC2902;SPC SC - 250,096.172 591,986.398 MT 0.99982032 -0 06 21.0 EC2902;SPC SC - 820,525.50 1,942,212.59 iFT 0.99982032 -0 06 21.0 EC2902;UTM 17 - 3,771,975.196 482,390.257 MT 0.99960382 -0 06 25.2 EC2902 EC2902 SUPERSEDED SURVEY CONTROL EC2902 EC2902 NGVD 29 - 119.7 (m) 393. (f) GPS OBS EC2902 EC2902.Superseded values are not recommended for survey control. EC2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC2902.See file dsdata.txt to determine how the superseded data were derived. EC2902 EC2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8239071975(NAD 83) EC2902_MARKER: DD = SURVEY DISK EC2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC2902_STAMPING: FORK 1989 EC2902_MARK LOGO: SCGS EC2902_PROJECTION: FLUSH EC2902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC2902+STABILITY: SURFACE MOTION EC2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC2902+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001 EC2902 EC2902 HISTORY - Date Condition Report By EC2902 HISTORY - 1989 MONUMENTED SCGS EC2902 HISTORY - 19910122 GOOD EC2902 HISTORY - 19930119 GOOD SCGS EC2902 HISTORY - 19960220 GOOD GEOMET EC2902 HISTORY - 19970205 GOOD SCGS EC2902 HISTORY - 1998 GOOD USPSQD EC2902 HISTORY - 20011203 GOOD SCGS EC2902 EC2902 STATION DESCRIPTION EC2902 EC2902'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989 EC2902'STATION IS LOCATED 0.45 MILE NORTHWEST OF IRMO. OWNERSHIP--DUTCH FORK EC2902'ASSOCIATION REFORMED PRESBYTERIAN CHURCH, 7532 IRMO DRIVE, IRMO, SC EC2902'29063, ATTENTION-REVEREND CECIL D. BREARLEY JR.. EC2902'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 60 EC2902'(NEWBERRY AVENUE) AND INTERSTATE 26 (1.05 MILES EAST NORTHEAST OF EC2902'IRMO), GO WEST ON HIGHWAY 60 FOR 1.3 MILES TO THE JUNCTION OF STATE EC2902'ROAD 175 (IRMO DRIVE), TURN RIGHT ON ROAD 175 FOR 0.35 MILE TO THE EC2902'STATION ON THE RIGHT NEAR THE BRICK SIGN FOR THE DUTCH FORK EC2902'PRESBYTERIAN CHURCH. EC2902'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE EC2902'THE ROAD, 55.5 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 8.6 EC2902'FEET NORTH NORTHEAST OF THE NORTH NORTHEAST END OF THE SIGN, 48.7 EC2902'FEET SOUTHEAST OF A LAMP POST FOR THE CHURCH PARKING LOT, 70.3 FEET EC2902'WEST SOUTHWEST OF A LAMP POST FOR THE CHURCH PARKING LOT. EC2902'DESCRIBED BY D.D. WOODS. EC2902 EC2902 STATION RECOVERY (1991) EC2902 EC2902'RECOVERED 1991 EC2902'RECOVERED IN GOOD CONDITION. EC2902 EC2902 STATION RECOVERY (1993) EC2902 EC2902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC2902'RECOVERED IN GOOD CONDITION. EC2902 EC2902 STATION RECOVERY (1996) EC2902 EC2902'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LSW) EC2902'GOOD GPS. DITCH FORK PRES CHURCH. 10 X 10 CHEVRES. EC2902 EC2902 STATION RECOVERY (1997) EC2902 EC2902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) EC2902'STATION IS LOCATED 0.45 MILE (0.72 KM) NORTHWEST OF IRMO. EC2902'OWNERSHIP--DUTCH FORK ASSOCIATION REFORMED PRESBYTERIAN CHURCH, 7532 EC2902'IRMO DRIVE, IRMO, SC 29063, ATTENTION-REVEREND CECIL D. BREARLEY JR.. EC2902'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 60 EC2902'(NEWBERRY AVENUE) AND INTERSTATE 26 (1.05 MILES EAST NORTHEAST OF EC2902'IRMO) , GO WEST ON HIGHWAY 60 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION EC2902'OF STATE ROAD 175 (IRMO DRIVE) , TURN RIGHT ON ROAD 175 FOR 0.35 MILE EC2902'(0.56 KM) TO THE STATION ON THE RIGHT NEAR THE BRICK SIGN FOR THE EC2902'DUTCH FORK PRESBYTERIAN CHURCH. STATION IS A CONCRETE POST FLUSH WITH EC2902'THE GROUND AND 2.5 FEET (0.8 M) ABOVE THE ROAD, 55.5 FEET (16.9 M) EC2902'NORTH NORTHEAST OF THE CENTER OF THE ROAD, 8.7 FEET (2.7 M) NORTH EC2902'NORTHEAST OF THE NORTH NORTHEAST END OF THE BRICK BASE OF THE SIGN, EC2902'48.7 FEET (14.8 M) SOUTHEAST OF A LAMP POST FOR THE CHURCH PARKING EC2902'LOT, 70.3 FEET (21.4 M) WEST SOUTHWEST OF A LAMP POST FOR THE CHURCH EC2902'PARKING LOT. RECOVERED BY A.W. ZUPAN. EC2902 EC2902 STATION RECOVERY (1998) EC2902 EC2902'RECOVERY NOTE BY US POWER SQUADRON 1998 EC2902'RECOVERED IN GOOD CONDITION. EC2902 EC2902 STATION RECOVERY (2001) EC2902 EC2902'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) EC2902'STATION IS LOCATED 0.4 MILE WEST NORTHWEST OF IRMO, 7.8 MILES NORTH EC2902'NORTHEAST OF EC2902'LEXINGTON. OWNERSHIP--DUTCH FORK REFORMED PRESBYTERIAN CHURCH, 7532 EC2902'IRMO DRIVE, EC2902'29063, PHONE 803-781-7115. EC2902' EC2902'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAY 60 EC2902'(LAKE MURRAY EC2902'BOULEVARD) AND INTERSTATE 26 (EXIT 102), 1.0 MILE EAST NORTHEAST OF EC2902'IRMO, GO WEST EC2902'NORTHWEST ON HIGHWAY 60 FOR 1.3 MILES TO THE JUNCTION OF STATE ROAD EC2902'175 (IRMO DRIVE), EC2902'TURN RIGHT ON ROAD 175 FOR 0.35 MILE TO THE STATION ON THE RIGHT NEAR EC2902'THE METAL AND EC2902'BRICK SIGN FOR THE DUTCH FORK A.R.P. CHURCH. EC2902' EC2902'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE EC2902'THE ROAD, EC2902'8.7 FEET NORTH NORTHEAST OF THE NORTH CORNER OF THE BRICK SIGN BASE, EC2902'46.6 FEET EC2902'SOUTH SOUTHWEST OF A LONE BIRCH TREE, 55.5 FEET NORTH NORTHEAST OF THE EC2902'CENTER OF THE ROAD, 70.5 FEET WEST SOUTHWEST OF A METAL LIGHT POST, EC2902'48.7 FEET EC2902'SOUTHEAST OF A METAL LIGHT POST, 127.9 FEET SOUTH OF THE SOUTHWEST EC2902'CORNER OF EC2902'THE BRICK CHURCH BUILDING, 25.2 FEET NORTHEAST OF THE CENTER OF A EC2902'METAL WATER EC2902'METER COVER. EC2902' EC2902'RECOVERED BY R.P. MCKEOWN. EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' EC2902' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC1248 *********************************************************************** EC1248 DESIGNATION - FRONT EC1248 PID - EC1248 EC1248 STATE/COUNTY- SC/LEXINGTON EC1248 USGS QUAD - COLUMBIA NORTH (1997) EC1248 EC1248 *CURRENT SURVEY CONTROL EC1248 ___________________________________________________________________ EC1248* NAD 83(1986)- 34 02 49.34262(N) 081 07 12.14104(W) ADJUSTED EC1248* NAVD 88 - 77.916 (meters) 255.63 (feet) ADJUSTED EC1248 ___________________________________________________________________ EC1248 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EC1248 GEOID HEIGHT- -30.85 (meters) GEOID99 EC1248 DYNAMIC HT - 77.837 (meters) 255.37 (feet) COMP EC1248 MODELED GRAV- 979,623.2 (mgal) NAVD 88 EC1248 EC1248 HORZ ORDER - FIRST EC1248 VERT ORDER - FIRST CLASS II EC1248 EC1248.The North Carolina/South Carolina HARNS have been completed but, EC1248.due to contractual restrictions, coordinates for these stations EC1248.will NOT be published in the near future. In the interim, the EC1248.published coordinates in North and South Carolina will not be EC1248.consistent with the Continuously Operating Reference Stations EC1248.(CORS). The HARN coordinates for these stations are available EC1248.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC1248.Lapine(803-896-7700). EC1248. EC1248.In addition, the published North and South Carolina positions EC1248.(NAD 83 (1986)) are NOT consistent with those determined in EC1248.adjacent state readjustments. The discontinuity between stations EC1248.located in North or South Carolina and those in adjacent states EC1248.which have been adjusted to the HARN may be as much as 5 EC1248.decimeters. This will result in a significant loss of accuracy EC1248.over lines crossing such state borders. EC1248 EC1248 EC1248.The horizontal coordinates were established by GPS observations EC1248.and adjusted by the National Geodetic Survey in February 1988. EC1248 EC1248.The orthometric height was determined by differential leveling EC1248.and adjusted by the National Geodetic Survey in March 1994. EC1248 EC1248.The Laplace correction was computed from DEFLEC99 derived deflections. EC1248 EC1248.The geoid height was determined by GEOID99. EC1248 EC1248.The dynamic height is computed by dividing the NAVD 88 EC1248.geopotential number by the normal gravity value computed on the EC1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC1248.degrees latitude (g = 980.6199 gals.). EC1248 EC1248.The modeled gravity was interpolated from observed gravity values. EC1248 EC1248; North East Units Scale Converg. EC1248;SPC SC - 245,498.244 598,518.372 MT 0.99981531 -0 03 59.6 EC1248;SPC SC - 805,440.43 1,963,642.95 iFT 0.99981531 -0 03 59.6 EC1248;UTM 17 - 3,767,378.155 488,920.753 MT 0.99960151 -0 04 01.9 EC1248 EC1248: Primary Azimuth Mark Grid Az EC1248:SPC SC - RICLEX 12 344 40 11.1 EC1248:UTM 17 - RICLEX 12 344 40 13.4 EC1248 EC1248|---------------------------------------------------------------------| EC1248| PID Reference Object Distance Geod. Az | EC1248| dddmmss.s | EC1248| AH4508 RICLEX 12 APPROX. 0.5 KM 3443611.5 | EC1248|---------------------------------------------------------------------| EC1248 EC1248 SUPERSEDED SURVEY CONTROL EC1248 EC1248 NGVD 29 - 78.2 (m) 257. (f) GPS OBS EC1248 EC1248.Superseded values are not recommended for survey control. EC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1248.See file dsdata.txt to determine how the superseded data were derived. EC1248 EC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT8892167378(NAD 83) EC1248_MARKER: DH = HORIZONTAL CONTROL DISK EC1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1248_STAMPING: FRONT 1985 EC1248_MARK LOGO: NGS EC1248_PROJECTION: FLUSH EC1248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1248+STABILITY: SURFACE MOTION EC1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1248+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002 EC1248 EC1248 HISTORY - Date Condition Report By EC1248 HISTORY - 1985 MONUMENTED SCGS EC1248 HISTORY - 1985 GOOD SCGS EC1248 HISTORY - 19901218 GOOD SCGS EC1248 HISTORY - 19910129 GOOD EC1248 HISTORY - 19930119 GOOD SCGS EC1248 HISTORY - 19960208 GOOD GEOMET EC1248 HISTORY - 19970205 GOOD SCGS EC1248 HISTORY - 1998 GOOD USPSQD EC1248 HISTORY - 20020108 GOOD SCGS EC1248 HISTORY - 20020118 GOOD SCGS EC1248 EC1248 STATION DESCRIPTION EC1248 EC1248'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) EC1248'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EC1248'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 20 AND 26 IN SAINT EC1248'ANDREWS, EC1248'1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 26 EC1248'AND S-32-36, ALONG A FRONTAGE ROAD ON NORTH SIDE OF HIGHWAY 26. EC1248'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. EC1248' EC1248'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 26 AND S-32-36, GO EC1248'NORTHEAST FOR 0.15 KM (0.1 MI) ON S-32-36 TO THE FRONTAGE CROSSROAD, EC1248'TURN LEFT AND GO NORTHWEST FOR 0.56 KM (0.35 MI) ON THE FRONTAGE EC1248'ROAD TO TOP OF RISE AND STATION ON THE LEFT. EC1248' EC1248'THE STATION IS A STANDARD NGS DISK EC1248'STAMPED---FRONT 1985---, EC1248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1248'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EC1248'7.0 METERS (23.0 FT) SOUTHWEST FROM THE ROAD CENTER, EC1248'40.0 METERS (131.2 FT) SOUTHEAST FROM THE TOP OF GRADE, EC1248'1.0 METERS (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST IN THE EC1248'FENCELINE, EC1248'4.7 METERS (15.4 FT) SOUTHEAST FROM THE EXTENDED SOUTH WALL OF THE EC1248'SCMA BUILDING, EC1248'22.8 METERS (74.8 FT) SOUTH FROM THE CENTER ONE OF THREE FLAGPOLES. EC1248'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1248'STAMPED---FRONT 1985---, EC1248'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1248' EC1248'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EC1248'STAMPED---FRONT 1985---, EC1248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1248'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED EC1248'7.4 METERS (24.3 FT) SOUTHWEST FROM THE ROAD CENTER, EC1248'1.1 METERS (3.6 FT) SOUTHWEST FROM A GUARDRAIL POST WITH WITNESS EC1248'SIGN, EC1248'5.5 METERS (18.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST IN EC1248'THE FENCELINE, EC1248'24.4 METERS (80.1 FT) NORTHWEST FROM THE RICHLAND COUNTY MARKER EC1248'SIGN. EC1248'TO REACH THE AZIMUTH FROM THE STATION, EC1248'GO SOUTHEAST FOR 0.56 KM (0.35 MI) ON THE FRONTAGE ROAD TO THE EC1248'JUNCTION OF S-32-36, EC1248'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR EC1248'0.6 KM (0.4 MI) ON THE FRONTAGE ROAD TO THE START OF A GUARDRAIL ON EC1248'THE RIGHT, EC1248'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR EC1248'0.11 KM (0.05 MI) ON THE FRONTAGE ROAD TO THE MARK ON THE RIGHT. EC1248' EC1248'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. EC1248 EC1248 STATION RECOVERY (1985) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 EC1248'RECOVERED IN GOOD CONDITION. EC1248 EC1248 STATION RECOVERY (1990) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC1248'STATION IS LOCATED 4.5 MILES SOUTHEAST OF IRMO. OWNERSHIP--SCDHPT, EC1248'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC1248'803-737-1350. EC1248'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 36 EC1248'(SAINT ANDREWS ROAD) AND INTERSTATE 26 (4.7 MILES SOUTHEAST OF IRMO), EC1248'GO NORTHEAST ON ROAD 36 FOR 0.1 MILE TO THE JUNCTION OF A FRONTAGE EC1248'ROAD (FERNANDINA ROAD), TURN LEFT ON THE FRONTAGE ROAD FOR 0.25 MILE EC1248'TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE ACROSS THE ROAD EC1248'FROM THE SOUTH CAROLINA MEDICAL ASSOCIATION BUILDING. EC1248'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1248'ROAD, 74.6 FEET SOUTH SOUTHWEST OF THE CENTER FLAG POLE OF THREE IN EC1248'FRONT OF THE BUILDING, 89.9 FEET SOUTHEAST OF A DOUBLE-TRUNKED PINE EC1248'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 35.4 FEET NORTHWEST OF EC1248'THE EXTENDED CENTER OF THE A PAVED DRIVE TO THE BUILDING, 22.5 FEET EC1248'SOUTHWEST OF THE CENTER OF THE ROAD, 3.5 FEET NORTHEAST OF THE FENCE EC1248'LINE, 3.2 FEET NORTHEAST OF A WITNESS POST. EC1248'RECOVERED BY J.R. WERNER. EC1248 EC1248 STATION RECOVERY (1991) EC1248 EC1248'RECOVERED 1991 EC1248'RECOVERED IN GOOD CONDITION. EC1248 EC1248 STATION RECOVERY (1993) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC1248'RECOVERED IN GOOD CONDITION. EC1248 EC1248 STATION RECOVERY (1996) EC1248 EC1248'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL) EC1248'TARGET 1 INCH ABOVE STATION. 8 FT (2.4 M) LEGS. EC1248 EC1248 STATION RECOVERY (1997) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) EC1248'RECOVERED AS DESCRIBED. EC1248 EC1248 STATION RECOVERY (1998) EC1248 EC1248'RECOVERY NOTE BY US POWER SQUADRON 1998 EC1248'RECOVERED IN GOOD CONDITION. EC1248 EC1248 STATION RECOVERY (2002) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) EC1248'STATION IS LOCATED 4.5 MILES SOUTHEAST OF IRMO, 5.85 MILES WEST EC1248'NORTHWEST OF EC1248'COLUMBIA. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC1248'COLUMBIA, SC EC1248'29202, PHONE 803-737-1350. EC1248' EC1248'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT EC1248'106) AND EC1248'STATE ROAD 42 (SAINT ANDREWS ROAD), 5.65 MILES WEST NORTHWEST OF EC1248'COLUMBIA, GO EC1248'EAST NORTHEAST ON ROAD 42 FOR 0.1 MILE TO THE JUNCTION OF STATE ROADS EC1248'1841 EC1248'(BURNING TREE ROAD) RIGHT AND 1842 (FERNANDINA ROAD) LEFT, TURN LEFT EC1248'ON ROAD 1842 EC1248'FOR 0.3 MILE TO THE STATION ON THE LEFT NEAR A CHAIN LINK FENCE LINE EC1248'AND ACROSS THE EC1248'ROAD FROM A STUCCO BUILDING (SOUTH CAROLINA MEDICAL ASSOCIATION). EC1248' EC1248'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1248'ROAD, 22.0 FEET EC1248'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 3.4 FEET EAST NORTHEAST OF EC1248'THE FENCE LINE, EC1248'22.6 FEET WEST NORTHWEST OF A METAL SIGN POST WITH A SIGN (15 M.P.H.) EC1248'ATTACHED, 36.4 FEET EC1248'NORTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY TO THE BUILDING, 3.2 EC1248'FEET EAST EC1248'NORTHEAST OF A WITNESS POST. EC1248' EC1248'RECOVERED BY T. HALL. EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248' EC1248 EC1248 STATION RECOVERY (2002) EC1248 EC1248'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) EC1248'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE0438 *********************************************************************** DE0438 DESIGNATION - J 53 DE0438 PID - DE0438 DE0438 STATE/COUNTY- SC/LEXINGTON DE0438 USGS QUAD - LEXINGTON (1987) DE0438 DE0438 *CURRENT SURVEY CONTROL DE0438 ___________________________________________________________________ DE0438* NAD 83(1986)- 33 58 17. (N) 081 12 59. (W) SCALED DE0438* NAVD 88 - 106.750 (meters) 350.23 (feet) ADJUSTED DE0438 ___________________________________________________________________ DE0438 GEOID HEIGHT- -30.85 (meters) GEOID99 DE0438 DYNAMIC HT - 106.640 (meters) 349.87 (feet) COMP DE0438 MODELED GRAV- 979,604.5 (mgal) NAVD 88 DE0438 DE0438 VERT ORDER - FIRST CLASS II DE0438 DE0438.The horizontal coordinates were scaled from a topographic map and have DE0438.an estimated accuracy of +/- 6 seconds. DE0438 DE0438.The orthometric height was determined by differential leveling DE0438.and adjusted by the National Geodetic Survey in June 1991. DE0438 DE0438.The geoid height was determined by GEOID99. DE0438 DE0438.The dynamic height is computed by dividing the NAVD 88 DE0438.geopotential number by the normal gravity value computed on the DE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE0438.degrees latitude (g = 980.6199 gals.). DE0438 DE0438.The modeled gravity was interpolated from observed gravity values. DE0438 DE0438; North East Units Estimated Accuracy DE0438;SPC SC - 237,120. 589,610. MT (+/- 180 meters Scaled) DE0438 DE0438 SUPERSEDED SURVEY CONTROL DE0438 DE0438 NGVD 29 - 106.990 (m) 351.02 (f) ADJ UNCH 1 2 DE0438 DE0438.Superseded values are not recommended for survey control. DE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE0438.See file dsdata.txt to determine how the superseded data were derived. DE0438 DE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT800590(NAD 83) DE0438_MARKER: DB = BENCH MARK DISK DE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE0438_STAMPING: J 53 1960 DE0438_MARK LOGO: CGS DE0438_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE0438+STABILITY: SURFACE MOTION DE0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE0438+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000 DE0438 DE0438 HISTORY - Date Condition Report By DE0438 HISTORY - 1960 MONUMENTED CGS DE0438 HISTORY - 1978 GOOD NGS DE0438 HISTORY - 19921130 GOOD SCGS DE0438 HISTORY - 20000601 GOOD SCGS DE0438 DE0438 STATION DESCRIPTION DE0438 DE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE0438'1.2 MI E FROM LEXINGTON. DE0438'ABOUT 1.15 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION DE0438'AT LEXINGTON, 0.3 MILE EAST OF MILEPOST 120, AT THE CROSSING OF DE0438'A BLACK TOP ROAD, BETWEEN THE ROAD AND A GAS PIPE LINE THAT ALSO DE0438'CROSSES THE TRACK, 81 FEET SOUTH OF THE SOUTH RAIL AT CENTER LINE DE0438'OF BLACK TOP ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, DE0438'10 FEET EAST OF THE PIPE LINE, 19 1/2 FEET SOUTHEAST OF A DE0438'3 1/2-FOOT-HIGH CONCRETE POST MARKING THE PIPE LINE, 2 FEET DE0438'NORTHWEST OF THE FIRST POWER LINE POLE SOUTH OF THE TRACK AND DE0438'IS IN LINE WITH THE ROW OF POLES TO THE SOUTHEAST, 1 1/2 FEET DE0438'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF DE0438'THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES. DE0438 DE0438 STATION RECOVERY (1978) DE0438 DE0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DE0438'ADD-0.2 MILE SOUTHEAST ALONG CEDARCREST DRIVE FROM THE JUNCTION OF DE0438'U.S. HIGHWAY 1. DE0438 DE0438 STATION RECOVERY (1992) DE0438 DE0438'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE0438'RECOVERED IN GOOD CONDITION. DE0438 DE0438 STATION RECOVERY (2000) DE0438 DE0438'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE0438'STATION IS LOCATED 1.2 MILES (1.9 KM) EAST OF LEXINGTON. DE0438'OWNERSHIP--B.B. OSWALD. TO REACH THE STATION FROM THE JUNCTION OF DE0438'U.S. HIGHWAY 1 (MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN DE0438'LEXINGTON, GO SOUTHEAST ON HIGHWAY 1 FOR 1.4 MILES (2.3 KM) TO THE DE0438'JUNCTION OF STATE ROAD 167 (CEDARCREST ROAD) , TURN RIGHT ON ROAD 167 DE0438'FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT NEAR A CONCRETE GAS DE0438'PIPELINE MARKER. STATION IS A CONCRETE POST RECESSED 0.6 FOOT (18.3 DE0438'CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 77.7 FEET (23.7 M) NORTH OF A DE0438'POWER POLE NUMBER 417738 WITH A SCGS REFERENCE WASHER ATTACHED, 20.0 DE0438'FEET (6.1 M) SOUTH SOUTHEAST OF THE CONCRETE PIPELINE MARKER, 51.0 DE0438'FEET (15.5 M) SOUTHWEST OF THE CENTER OF THE ROAD, 78.8 FEET (24.0 M) DE0438'SOUTH OF THE SOUTH RAIL OF A SET OF RAILROAD TRACKS, 1.0 FOOT (0.3 M) DE0438'NORTHEAST OF A WITNESS POST. RECOVERED BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE0439 *********************************************************************** DE0439 DESIGNATION - K 53 DE0439 PID - DE0439 DE0439 STATE/COUNTY- SC/LEXINGTON DE0439 USGS QUAD - LEXINGTON (1987) DE0439 DE0439 *CURRENT SURVEY CONTROL DE0439 ___________________________________________________________________ DE0439* NAD 83(1986)- 33 58 21. (N) 081 12 15. (W) SCALED DE0439* NAVD 88 - 111.513 (meters) 365.86 (feet) ADJUSTED DE0439 ___________________________________________________________________ DE0439 GEOID HEIGHT- -30.87 (meters) GEOID99 DE0439 DYNAMIC HT - 111.398 (meters) 365.48 (feet) COMP DE0439 MODELED GRAV- 979,604.4 (mgal) NAVD 88 DE0439 DE0439 VERT ORDER - FIRST CLASS II DE0439 DE0439.The horizontal coordinates were scaled from a topographic map and have DE0439.an estimated accuracy of +/- 6 seconds. DE0439 DE0439.The orthometric height was determined by differential leveling DE0439.and adjusted by the National Geodetic Survey in March 1994. DE0439 DE0439.The geoid height was determined by GEOID99. DE0439 DE0439.The dynamic height is computed by dividing the NAVD 88 DE0439.geopotential number by the normal gravity value computed on the DE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE0439.degrees latitude (g = 980.6199 gals.). DE0439 DE0439.The modeled gravity was interpolated from observed gravity values. DE0439 DE0439; North East Units Estimated Accuracy DE0439;SPC SC - 237,240. 590,740. MT (+/- 180 meters Scaled) DE0439 DE0439 SUPERSEDED SURVEY CONTROL DE0439 DE0439 NGVD 29 - 111.747 (m) 366.62 (f) ADJ UNCH 1 2 DE0439 DE0439.Superseded values are not recommended for survey control. DE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE0439.See file dsdata.txt to determine how the superseded data were derived. DE0439 DE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT811591(NAD 83) DE0439_MARKER: DB = BENCH MARK DISK DE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE0439_STAMPING: K 53 1960 DE0439_MARK LOGO: CGS DE0439_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE0439+STABILITY: SURFACE MOTION DE0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE0439+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000 DE0439 DE0439 HISTORY - Date Condition Report By DE0439 HISTORY - 1960 MONUMENTED CGS DE0439 HISTORY - 1978 GOOD NGS DE0439 HISTORY - 19921130 GOOD SCGS DE0439 HISTORY - 20000601 GOOD SCGS DE0439 DE0439 STATION DESCRIPTION DE0439 DE0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE0439'1.8 MI E FROM LEXINGTON. DE0439'ABOUT 1.85 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION DE0439'AT LEXINGTON, AT MILEPOST 119, AT THE EAST END OF A PRIVATE ROAD AND DE0439'A FIREBREAK, 51 FEET NORTH OF THE NORTH RAIL, 39 FEET EAST OF THE DE0439'CENTER LINE OF THE FIREBREAK, 56 1/2 FEET NORTHEAST OF THE DE0439'MILEPOST, 9 FEET NORTH OF THE CENTER LINE OF AN OLD DIM ROAD DE0439'PARALLELING THE TRACK, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT DE0439'3 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE OLD ROAD, DE0439'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES. DE0439 DE0439 STATION RECOVERY (1978) DE0439 DE0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DE0439'0.35 MILE SOUTH ALONG CARLEN ROAD FROM THE JUNCTION OF U.S. HIGHWAY 1, DE0439'31.7 FT. SOUTHEAST OF POWER POLE 1099. DE0439 DE0439 STATION RECOVERY (1992) DE0439 DE0439'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE0439'RECOVERED IN GOOD CONDITION. DE0439 DE0439 STATION RECOVERY (2000) DE0439 DE0439'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE0439'STATION IS LOCATED 1.8 MILES (2.9 KM) EAST OF LEXINGTON. DE0439'OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM THE DE0439'JUNCTION OF U.S. HIGHWAY 1 (MAIN STREET) AND STATE HIGHWAY 6 (LAKE DE0439'DRIVE) IN LEXINGTON, GO SOUTHEAST ON HIGHWAY 1 FOR 2.0 MILES (3.2 KM) DE0439'TO A DIRT ROAD (CARLEN ROAD) , TURN RIGHT ON CARLEN ROAD FOR 0.4 MILE DE0439'(0.6 KM) TO THE STATION ON THE LEFT AT THE END OF THE ROAD. STATION DE0439'IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) ABOVE A DE0439'SET OF RAILROAD TRACKS, 32.0 FEET (9.8 M) SOUTHEAST OF A POWER POLE DE0439'NUMBER 40997 WITH A SCGS REFERENCE WASHER ATTACHED, 52.1 FEET (15.9 M) DE0439'NORTH OF THE NORTH RAIL OF THE TRACKS, 32.3 FEET (9.8 M) SOUTH OF THE DE0439'SOUTHWEST CORNER OF A MOBILE HOME NUMBER 171, 24.5 FEET (7.5 M) NORTH DE0439'OF A 1.6-FOOT PINE TREE WITH A SCGS REFERENCE WASHER ATTACHED, 1.0 DE0439'FOOT (0.3 M) WEST OF A WITNESS POST. RECOVERED BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE0441 *********************************************************************** DE0441 DESIGNATION - L 53 DE0441 PID - DE0441 DE0441 STATE/COUNTY- SC/LEXINGTON DE0441 USGS QUAD - LEXINGTON (1987) DE0441 DE0441 *CURRENT SURVEY CONTROL DE0441 ___________________________________________________________________ DE0441* NAD 83(1986)- 33 58 25. (N) 081 10 45. (W) SCALED DE0441* NAVD 88 - 124.105 (meters) 407.17 (feet) ADJUSTED DE0441 ___________________________________________________________________ DE0441 GEOID HEIGHT- -30.90 (meters) GEOID99 DE0441 DYNAMIC HT - 123.977 (meters) 406.75 (feet) COMP DE0441 MODELED GRAV- 979,603.3 (mgal) NAVD 88 DE0441 DE0441 VERT ORDER - FIRST CLASS II DE0441 DE0441.The horizontal coordinates were scaled from a topographic map and have DE0441.an estimated accuracy of +/- 6 seconds. DE0441 DE0441.The orthometric height was determined by differential leveling DE0441.and adjusted by the National Geodetic Survey in June 1991. DE0441 DE0441.The geoid height was determined by GEOID99. DE0441 DE0441.The dynamic height is computed by dividing the NAVD 88 DE0441.geopotential number by the normal gravity value computed on the DE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE0441.degrees latitude (g = 980.6199 gals.). DE0441 DE0441.The modeled gravity was interpolated from observed gravity values. DE0441 DE0441; North East Units Estimated Accuracy DE0441;SPC SC - 237,360. 593,050. MT (+/- 180 meters Scaled) DE0441 DE0441 SUPERSEDED SURVEY CONTROL DE0441 DE0441 NGVD 29 - 124.343 (m) 407.95 (f) ADJ UNCH 1 2 DE0441 DE0441.Superseded values are not recommended for survey control. DE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE0441.See file dsdata.txt to determine how the superseded data were derived. DE0441 DE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT834592(NAD 83) DE0441_MARKER: DB = BENCH MARK DISK DE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE0441_STAMPING: L 53 1960 DE0441_MARK LOGO: CGS DE0441_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE0441+STABILITY: SURFACE MOTION DE0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE0441+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000 DE0441 DE0441 HISTORY - Date Condition Report By DE0441 HISTORY - 1960 MONUMENTED CGS DE0441 HISTORY - 1978 GOOD NGS DE0441 HISTORY - 19930222 GOOD SCGS DE0441 HISTORY - 20000601 GOOD SCGS DE0441 DE0441 STATION DESCRIPTION DE0441 DE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE0441'3.2 MI E FROM LEXINGTON. DE0441'ABOUT 3.25 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION DE0441'AT LEXINGTON, 0.4 MILE EAST OF MILEPOST 118, AT THE CROSSING OF A DE0441'GRADED ROAD, 24 1/2 FEET NORTH OF THE NORTH RAIL, 22 FEET WEST OF THE DE0441'CENTER LINE OF ROAD, 34 FEET NORTHWEST OF THE CENTER LINE OF DE0441'CROSSING, 17 FEET NORTHWEST OF THE NORTHWEST END OF A 18-INCH PIPE DE0441'CULVERT UNDER THE ROAD, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT DE0441'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE DE0441'POST PROJECTING 4 INCHES. DE0441 DE0441 STATION RECOVERY (1978) DE0441 DE0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DE0441'THE MARK IS 2 FT SE FROM A WITNESS POST. DE0441 DE0441 STATION RECOVERY (1993) DE0441 DE0441'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE0441'RECOVERED IN GOOD CONDITION. DE0441 DE0441 STATION RECOVERY (2000) DE0441 DE0441'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE0441'STATION IS LOCATED 3.2 MILES (5.1 KM) EAST OF LEXINGTON, 3.3 MILES DE0441'(5.3 KM) WEST OF SPRINGDALE. OWNERSHIP--RAILROAD RIGHT OF WAY. TO DE0441'REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 20 AND U.S. DE0441'HIGHWAY 1 (EXIT 58) , 2.35 MILES (3.78 KM) EAST OF LEXINGTON, GO EAST DE0441'ON HIGHWAY 1 FOR 0.95 MILE (1.53 KM) TO A PAVED ROAD RIGHT (LAUREL DE0441'ROAD) , TURN RIGHT ON LAUREL ROAD FOR 0.1 MILE (0.2 KM) TO THE STATION DE0441'ON THE RIGHT IN THE NORTHWEST ANGLE OF A RAILROAD CROSSING. STATION DE0441'IS A CONCRETE POST RECESSED 1.5 FEET (0.5 M) AND 1.5 FEET (0.5 M) DE0441'BELOW THE ROAD, 26.3 FEET (8.0 M) SOUTH OF A POWER POLE NUMBER 446386 DE0441'WITH A SCGS REFERENCE WASHER ATTACHED, 25.6 FEET (7.8 M) WEST OF THE DE0441'CENTER OF THE ROAD, 24.3 FEET (7.4 M) NORTH NORTHWEST OF THE NORTH DE0441'RAIL OF THE TRACKS, 25.7 FEET (7.8 M) SOUTH SOUTHEAST OF THE SOUTHEAST DE0441'CORNER OF A RAILROAD SWITCH BOX, 2.0 FEET (0.6 M) EAST OF A WITNESS DE0441'POST. RECOVERED BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE2123 *********************************************************************** DE2123 CBN - This is a Cooperative Base Network Control Station. DE2123 DESIGNATION - LEX DE2123 PID - DE2123 DE2123 STATE/COUNTY- SC/LEXINGTON DE2123 USGS QUAD - LEXINGTON (1987) DE2123 DE2123 *CURRENT SURVEY CONTROL DE2123 ___________________________________________________________________ DE2123* NAD 83(1986)- 33 57 10.38843(N) 081 14 54.67148(W) ADJUSTED DE2123* NAVD 88 - 128.331 (meters) 421.03 (feet) ADJUSTED DE2123 ___________________________________________________________________ DE2123 LAPLACE CORR- -2.47 (seconds) DEFLEC99 DE2123 GEOID HEIGHT- -30.82 (meters) GEOID99 DE2123 DYNAMIC HT - 128.198 (meters) 420.60 (feet) COMP DE2123 MODELED GRAV- 979,600.8 (mgal) NAVD 88 DE2123 DE2123 HORZ ORDER - FIRST DE2123 VERT ORDER - FIRST CLASS II DE2123 DE2123.The North Carolina/South Carolina HARNS have been completed but, DE2123.due to contractual restrictions, coordinates for these stations DE2123.will NOT be published in the near future. In the interim, the DE2123.published coordinates in North and South Carolina will not be DE2123.consistent with the Continuously Operating Reference Stations DE2123.(CORS). The HARN coordinates for these stations are available DE2123.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2123.Lapine(803-896-7700). DE2123. DE2123.In addition, the published North and South Carolina positions DE2123.(NAD 83 (1986)) are NOT consistent with those determined in DE2123.adjacent state readjustments. The discontinuity between stations DE2123.located in North or South Carolina and those in adjacent states DE2123.which have been adjusted to the HARN may be as much as 5 DE2123.decimeters. This will result in a significant loss of accuracy DE2123.over lines crossing such state borders. DE2123 DE2123 DE2123.The horizontal coordinates were established by GPS observations DE2123.and adjusted by the National Geodetic Survey in July 1986. DE2123 DE2123.The orthometric height was determined by differential leveling DE2123.and adjusted by the National Geodetic Survey in March 1994. DE2123 DE2123.The Laplace correction was computed from DEFLEC99 derived deflections. DE2123 DE2123.The geoid height was determined by GEOID99. DE2123 DE2123.The dynamic height is computed by dividing the NAVD 88 DE2123.geopotential number by the normal gravity value computed on the DE2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE2123.degrees latitude (g = 980.6199 gals.). DE2123 DE2123.The modeled gravity was interpolated from observed gravity values. DE2123 DE2123; North East Units Scale Converg. DE2123;SPC SC - 235,077.624 586,632.360 MT 0.99980586 -0 08 16.0 DE2123;SPC SC - 771,252.05 1,924,646.85 iFT 0.99980586 -0 08 16.0 DE2123;UTM 17 - 3,756,959.869 477,037.040 MT 0.99960650 -0 08 19.7 DE2123 DE2123: Primary Azimuth Mark Grid Az DE2123:SPC SC - LEXINGTON MUN TANK 061 22 01.5 DE2123:UTM 17 - LEXINGTON MUN TANK 061 22 05.2 DE2123 DE2123|---------------------------------------------------------------------| DE2123| PID Reference Object Distance Geod. Az | DE2123| dddmmss.s | DE2123| DE2121 LEXINGTON SOU RWY MICROWAVE 285.666 METERS 03639 | DE2123| DE2120 LEX RM 1 29.316 METERS 05101 | DE2123| DE2119 LEXINGTON MUN TANK APPROX. 1.2 KM 0611345.5 | DE2123| DE1730 LEX AZ MK 477.092 METERS 2324642.4 | DE2123| DE2803 LEX RM 2 18.102 METERS 31701 | DE2123|---------------------------------------------------------------------| DE2123 DE2123 SUPERSEDED SURVEY CONTROL DE2123 DE2123 NAD 27 - 33 57 09.85843(N) 081 14 55.30789(W) AD( ) 2 DE2123 NGVD 29 - 128.56 (m) 421.8 (f) N HEIGHT 3 DE2123 DE2123.Superseded values are not recommended for survey control. DE2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2123.See file dsdata.txt to determine how the superseded data were derived. DE2123 DE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7703756960(NAD 83) DE2123_MARKER: DS = TRIANGULATION STATION DISK DE2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2123_STAMPING: LEX 1971 DE2123_MARK LOGO: CGS DE2123_PROJECTION: FLUSH DE2123_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2123+STABILITY: SURFACE MOTION DE2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE2123+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 DE2123 DE2123 HISTORY - Date Condition Report By DE2123 HISTORY - 1971 MONUMENTED NGS DE2123 HISTORY - 1971 GOOD NGS DE2123 HISTORY - 1979 GOOD NGS DE2123 HISTORY - 1985 GOOD SCGS DE2123 HISTORY - 19860324 GOOD DE2123 HISTORY - 19881115 GOOD SCGS DE2123 HISTORY - 19881116 GOOD NGS DE2123 HISTORY - 19901215 GOOD NGS DE2123 HISTORY - 19921130 GOOD SCGS DE2123 HISTORY - 19940816 GOOD SCDOT DE2123 HISTORY - 19950127 GOOD SCGS DE2123 HISTORY - 19951127 GOOD SCDOT DE2123 HISTORY - 19960304 GOOD SCGS DE2123 HISTORY - 19970623 GOOD SCGS DE2123 HISTORY - 19970705 GOOD SCGS DE2123 HISTORY - 19990527 GOOD SCGS DE2123 HISTORY - 20000613 GOOD SCGS DE2123 DE2123 STATION DESCRIPTION DE2123 DE2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA) DE2123'THE STATION IS ABOUT 12 MILES WEST OF COLUMBIA, 9 MILES EAST OF DE2123'GILBERT, 1-1/2 MILES SOUTH OF LEXINGTON AND ON THE ROAD RIGHT OF DE2123'WAY. DE2123' DE2123'TO REACH THE STATION FROM THE LEXINGTON COUNTY COURTHOUSE, GO SOUTH DE2123'ON STATE HIGHWAY 6 FOR 1.4 MILES TO A CROSSROAD, ROAD S-32-626. DE2123'TURN RIGHT AND GO SOUTHWESTERLY ON ROAD S-32-626 FOR 1.1 MILE TO DE2123'THE STATION ON THE LEFT. DE2123' DE2123'THE STATION MARK IS A STANDARD DISK, STAMPED LEX 1971, SET IN THE DE2123'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH DE2123'THE SURFACE OF THE GROUND. IT IS 100 FEET SOUTHWEST OF A POWER DE2123'LINE POLE NUMBERED 171592, 33 FEET SOUTHEAST OF THE CENTER OF DE2123'ROAD S-32-626, 4.5 FEET SOUTHWEST OF A WITNESS POST AND 1.7 FEET DE2123'NORTHWEST OF A FENCE. THE UNDERGROUND MARK WAS SET 42 INCHES DE2123'BELOW THE SURFACE OF THE GROUND IN AN IRREGULAR MASS OF CONCRETE. DE2123' DE2123'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEX NO 1 1971, SET IN DE2123'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS A FLUSH DE2123'WITH THE GROUND SURFACE. IT IS 92 FEET NORTHEAST OF THE WITNESS DE2123'POST, 32 FEET SOUTHEAST OF THE CENTER OF ROAD S-32-626, 4.3 FEET DE2123'WEST OF THE POWER LINE POLE, 1.6 FEET NORTHWEST OF THE FENCE AND DE2123'ABOUT 1/2 FOOT HIGHER IN ELEVATION THAN THE STATION. DE2123' DE2123'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEX NO 2 1971, SET IN DE2123'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH DE2123'WITH THE GROUND SURFACE. IT IS 121.5 FEET WEST OF THE POWER LINE DE2123'POLE, 61.4 FEET NORTHEAST OF THE WITNESS POST, 27 FEET NORTHEAST DE2123'OF THE CENTER OF ROAD S-32-626, 20 FEET SOUTHWEST OF A CUT BANK DE2123'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION. DE2123' DE2123'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND. DE2123 DE2123 STATION RECOVERY (1971) DE2123 DE2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 DE2123'RECOVERED IN GOOD CONDITION. DE2123 DE2123 STATION RECOVERY (1979) DE2123 DE2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) DE2123'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD DE2123'CONDITION. THE DISTANCE AND DIRECTION CHECKED THE 1971 DATA. DE2123' DE2123'THE TO REACH AND DESCRIPTION ARE ADEQUATE AND COMPLETE WITH THE DE2123'DIFFERENCE IN DIRECTION AT REFERENCE MARK 2, IT SHOULD READ NW OF THE DE2123'CENTERLINE OF THE ROAD NOT NE. IT SHOULD READ SE OF CUT BANK NOT SW. DE2123 DE2123 STATION RECOVERY (1985) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE2123'THE STATION WAS RECOVERED AT THIS DATE. DE2123'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. DE2123'REFERENCE MARK 1, FOUND LEANING BADLY, WAS DESTROYED AT THIS TIME DE2123'TO PREVENT FUTURE USE. DIRECTION TO REFERENCE MARK 2 COMPARED DE2123'FAVORABLY TO THE 1971 DATA HOWEVER, A DISTANCE OF 0.020 METERS DE2123'(0.07 FT) SHORTER WAS CHECKED AND VERIFIED. DE2123' DE2123'THE STATION IS LOCATED ABOUT 3.0 KM (2.0 MI) DE2123'SOUTH OF LEXINGTON, DE2123'2.0 KM (1.2 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 20 AND DE2123'STATE HIGHWAY 6 AND ON ROAD RIGHT-OF-WAY IN FRONT OF A BRICK DE2123'FACTORY BUILDING. DE2123'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE2123' DE2123'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND DE2123'STATE HIGHWAY 6, ABOUT 3.0 KM (2.0 MI) SOUTH FROM LEXINGTON, GO DE2123'NORTH FOR 0.43 KM (0.25 MI) ON HIGHWAY 6 TO A CROSSROAD, STATE ROAD DE2123'626, INDUSTRIAL DRIVE, DE2123'TURN LEFT AND GO SOUTHWEST FOR 1.33 KM (0.8 MI) ON INDUSTRIAL DE2123'DRIVE, ROAD 626 TO A RAILROAD CROSSING, DE2123'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR DE2123'0.55 KM (0.35 MI) ON INDUSTRIAL DRIVE, ROAD 626 TO THE STATION ON DE2123'THE LEFT. DE2123' DE2123'THE STATION IS A STANDARD CGS DISK DE2123'STAMPED---LEX 1971---, DE2123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2123'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED DE2123'9.9 METERS (32.5 FT) SOUTHEAST FROM THE CENTER OF STATE ROAD 626, DE2123'INDUSTRIAL DRIVE, DE2123'0.5 METERS (1.6 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, DE2123'1.4 METERS (4.6 FT) WEST FROM A METAL WITNESS POST, DE2123'10.8 METERS (35.4 FT) NORTHEAST FROM A UTILITY POLE 171593, DE2123'7.8 METERS (25.6 FT) EAST FROM A MANHOLE COVER. DE2123'THE UNDERGROUND MARK IS A STANDARD CGS DISK DE2123'STAMPED---LEX 1971---, DE2123'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE. DE2123' DE2123'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK DE2123'STAMPED---LEX NO 2 1971---, DE2123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2123'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE2123'8.2 METERS (26.9 FT) NORTHWEST FROM THE CENTER OF RAOD 626, DE2123'INDUSTRIAL DRIVE, DE2123'0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST, DE2123'21.0 METERS (68.9 FT) NORTH FROM A UTILITY POLE 171593, DE2123'15.3 METERS (50.2 FT) NORTH FROM THE MANHOLE COVER. DE2123'MARK IS LEVEL WITH THE STATION. DE2123' DE2123'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE2123'STAMPED---LEX 1971 1985---, DE2123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2123'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE2123'123.0 METERS (403.5 FT) SOUTHWEST FROM THE MAIN GATE OF A BRICK DE2123'FACTORY BUILDING, DE2123'10.6 METERS (34.8 FT) SOUTHEAST FROM THE CENTER OF RAOD 626, DE2123'INDUSTRIAL DRIVE, DE2123'1.4 METERS (4.6 FT) NORTHEAST FROM A UTILITY POLE 182268, DE2123'0.3 METERS (1.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST. DE2123'TO REACH THE AZIMUTH FROM THE STATION, DE2123'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON STATE ROAD 626, INDUSTRIAL DE2123'DRIVE TO THE MARK ON THE LEFT. DE2123'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE2123'STAMPED---LEX 1971 1985 ---, DE2123'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE2123' DE2123'DESCRIPTIVE TEXT TYPED BY CKP. DE2123 DE2123 STATION RECOVERY (1986) DE2123 DE2123'RECOVERED 1986 DE2123'RECOVERED IN GOOD CONDITION. DE2123 DE2123 STATION RECOVERY (1988) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1988 DE2123'THE STATION IS LOCATED ABOUT 3.0 KM (2.0 MI) SOUTH OF LEXINGTON, 2.0 DE2123'KM (1.2 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE DE2123'HIGHWAY 6 AND ON ROAD RIGHT-OF-WAY IN FRONT OF A BRICK FACTORY DE2123'BUILDING. OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. TO DE2123'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND DE2123'STATE HIGHWAY 6, ABOUT 3.0 KM (2.0 MI) SOUTH FROM LEXINGTON, GO NORTH DE2123'FOR 0.43 KM (0.25 MI) ON HIGHWAY 6 TO A CROSSROAD, STATE ROAD 626, DE2123'INDUSTRIAL DRIVE, TURN LEFT AND GO SOUTHWEST FOR 1.33 KM (0.8 MI) ON DE2123'INDUSTRIAL DRIVE, ROAD 626 TO A RAILROAD CROSSING, CONTINUE STRAIGHT DE2123'AHEAD AND GO SOUTHWEST FOR 0.55 KM (0.35 MI) ON INDUSTRIAL DRIVE, DE2123'ROAD 626 TO THE STATION ON THE LEFT. SET INTO THE TOP OF A ROUND DE2123'CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. DE2123'LOCATED 9.9 METERS (32.5 FT) SOUTHEAST FROM THE CENTER OF STATE ROAD DE2123'626, INDUSTRIAL DRIVE, 0.5 METERS (1.6 FT) NORTHWEST FROM A DE2123'FIBERGLASS WITNESS POST, 1.4 METERS (4.6 FT) WEST FROM A METAL DE2123'WITNESS POST, 10.8 METERS (35.4 FT) NORTHEAST FROM A UTILITY POLE DE2123'171593, 7.8 METERS (25.6 FT) EAST FROM A MANHOLE COVER. DE2123 DE2123 STATION RECOVERY (1988) DE2123 DE2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 DE2123'RECOVERED IN GOOD CONDITION. DE2123 DE2123 STATION RECOVERY (1990) DE2123 DE2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 DE2123'RECOVERED IN GOOD CONDITION. DE2123 DE2123 STATION RECOVERY (1992) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE2123'RECOVERED IN GOOD CONDITION. DE2123 DE2123 STATION RECOVERY (1994) DE2123 DE2123'RECOVERY NOTE BY SC DEPT OF TRANSP 1994 (DGB) DE2123'RECOVERED AS DESCRIBED. DE2123 DE2123 STATION RECOVERY (1995) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DE2123'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTH LEXINGTON. DE2123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DE2123'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION DE2123'OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 6, 2.0 MILES (3.2 KM) DE2123'SOUTH OF LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.25 MILE (0.40 KM) TO DE2123'THE JUNCTION OF STATE ROAD 626 (INDUSTRIAL DRIVE), TURN LEFT ON ROAD DE2123'626 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT NEAR A POWER DE2123'POLE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND LEVEL DE2123'WITH THE ROAD, 32.5 FEET (9.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE DE2123'ROAD, 35.1 FEET (10.7 M) NORTHEAST OF A POWER POLE NUMBER 171593, 25.6 DE2123'FEET (7.8 M) EAST OF A MANHOLE COVER, 59.4 FEET (18.1 M) SOUTH DE2123'SOUTHEAST OF REFERENCE MARK LEX RM 2, 1.6 FEET (0.5 M) NORTHWEST OF A DE2123'WITNESS POST. RECOVERED BY D.D. WOODS. DE2123 DE2123 STATION RECOVERY (1995) DE2123 DE2123'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB) DE2123'RECOVERED AS DESCRIBED. DE2123 DE2123 STATION RECOVERY (1996) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) DE2123'RECOVERED AS DESCRIBED. DE2123 DE2123 STATION RECOVERY (1997) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DE2123'RECOVERED AS DESCRIBED. DE2123 DE2123 STATION RECOVERY (1997) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DE2123'STATION IS LOCATED 2.0 MILES (3.2 KM) SOUTH LEXINGTON. DE2123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2123'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2123'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 6, 2.0 MILES (3.2 DE2123'KM) SOUTH OF LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.25 MILE (0.40 KM) DE2123'TO THE JUNCTION OF STATE ROAD 626 (INDUSTRIAL DRIVE) , TURN LEFT ON DE2123'ROAD 626 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT IN FRONT DE2123'OF A METAL OFFICE BUILDING (U.S. COATING COMPANY) . STATION IS A DE2123'CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROAD, 32.5 DE2123'FEET (9.9 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 35.3 FEET DE2123'(10.8 M) NORTHEAST OF A POWER POLE NUMBER 171593 WITH A TRANSFORMER, DE2123'25.6 FEET (7.8 M) EAST OF A MANHOLE COVER, 59.4 FEET (18.1 M) SOUTH DE2123'SOUTHEAST OF REFERENCE MARK LEX RM 2, 69.0 FEET (21.0 M) NORTH DE2123'NORTHWEST OF THE WEST CORNER OF THE BUILDING, 15.3 FEET (4.7 M) NORTH DE2123'NORTHWEST OF THE NORTH EDGE OF THE CONCRETE CURB FOR THE PARKING LOT DE2123'IN FRONT OF THE BUILDING, 71.0 FEET (21.6 M) EAST OF THE NORTHEAST END DE2123'OF A 2.0-FOOT CONCRETE PIPE CULVERT BENEATH DRIVE TO THE FRONT OF THE DE2123'BUILDING. RECOVERED BY D.D. WOODS. DE2123 DE2123 STATION RECOVERY (1999) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW) DE2123'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTH OF LEXINGTON. DE2123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2123'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2123'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 6 (EXIT 55) , GO DE2123'NORTH ON HIGHWAY 6 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE DE2123'ROAD 626 (INDUSTRIAL DRIVE) , TURN LEFT ON ROAD 626 FOR 1.15 MILES DE2123'(1.85 KM) TO THE STATION ON THE LEFT IN FRONT OF A METAL OFFICE DE2123'BUILDING (U.S. COATING COMPANY) . STATION IS A CONCRETE POST DE2123'RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, 32.3 DE2123'FEET (9.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 35.0 FEET DE2123'(10.7 M) NORTHEAST OF A POWER POLE NUMBER 171593, 68.7 FEET (20.9 M) DE2123'NORTH NORTHWEST OF THE WEST CORNER OF THE BUILDING, 59.3 FEET (18.1 M) DE2123'SOUTHEAST OF REFERENCE MARK LEX RM 2, 15.6 FEET (4.8 M) NORTHWEST OF DE2123'THE NORTH EDGE OF THE CONCRETE CURB FOR THE PARKING LOT IN FRONT OF DE2123'THE BUILDING, 25.5 FEET (7.8 M) EAST OF A MANHOLE COVER, 70.9 FEET DE2123'(21.6 M) EAST NORTHEAST OF THE NORTHEAST END OF A 2.0-FOOT CONCRETE DE2123'PIPE CULVERT BENEATH THE DRIVE TO THE FRONT OF THE BUILDING. DE2123'RECOVERED BY J.B. SMOAK. DE2123 DE2123 STATION RECOVERY (2000) DE2123 DE2123'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2123'STATION IS LOCATED 2.1 MILES (3.4 KM) SOUTH OF LEXINGTON. DE2123'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2123'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2123'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 6 (EXIT 55) , 2.0 DE2123'MILES (3.2 KM) SOUTH OF LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.25 MILE DE2123'(0.40 KM) TO THE JUNCTION OF STATE ROAD 626 (INDUSTRIAL DRIVE) , TURN DE2123'LEFT ON ROAD 626 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT DE2123'IN FRONT OF A METAL OFFICE BUILDING (U.S. COATING COMPANY) . STATION DE2123'IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) DE2123'ABOVE THE ROAD, 32.3 FEET (9.8 M) SOUTH SOUTHEAST OF THE CENTER OF THE DE2123'ROAD, 45.3 FEET (13.8 M) NORTHEAST OF A POWER POLE NUMBER 171593, 68.9 DE2123'FEET (21.0 M) NORTH NORTHWEST OF THE WEST CORNER OF THE BUILDING, 59.2 DE2123'FEET (18.0 M) SOUTHEAST OF REFERENCE MARK LEX RM 2, 15.2 FEET (4.6 M) DE2123'NORTH NORTHWEST OF THE NORTH EDGE OF THE CONCRETE CURB FOR THE PARKING DE2123'LOT IN FRONT OF THE BUILDING, 25.5 FEET (7.8 M) EAST OF A MANHOLE DE2123'COVER. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1731 *********************************************************************** DE1731 DESIGNATION - LINDA DE1731 PID - DE1731 DE1731 STATE/COUNTY- SC/LEXINGTON DE1731 USGS QUAD - STEEDMAN (1986) DE1731 DE1731 *CURRENT SURVEY CONTROL DE1731 ___________________________________________________________________ DE1731* NAD 83(1986)- 33 48 57.91236(N) 081 27 06.28485(W) ADJUSTED DE1731* NAVD 88 - 129.29 (meters) 424.2 (feet) GPS OBS DE1731 ___________________________________________________________________ DE1731 LAPLACE CORR- -2.35 (seconds) DEFLEC99 DE1731 GEOID HEIGHT- -30.67 (meters) GEOID99 DE1731 DE1731 HORZ ORDER - FIRST DE1731 DE1731.The North Carolina/South Carolina HARNS have been completed but, DE1731.due to contractual restrictions, coordinates for these stations DE1731.will NOT be published in the near future. In the interim, the DE1731.published coordinates in North and South Carolina will not be DE1731.consistent with the Continuously Operating Reference Stations DE1731.(CORS). The HARN coordinates for these stations are available DE1731.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1731.Lapine(803-896-7700). DE1731. DE1731.In addition, the published North and South Carolina positions DE1731.(NAD 83 (1986)) are NOT consistent with those determined in DE1731.adjacent state readjustments. The discontinuity between stations DE1731.located in North or South Carolina and those in adjacent states DE1731.which have been adjusted to the HARN may be as much as 5 DE1731.decimeters. This will result in a significant loss of accuracy DE1731.over lines crossing such state borders. DE1731 DE1731 DE1731.The horizontal coordinates were established by GPS observations DE1731.and adjusted by the National Geodetic Survey in February 1988. DE1731 DE1731.The orthometric height was determined by GPS observations and a DE1731.high-resolution geoid model using precise GPS observation and DE1731.processing techniques. DE1731 DE1731.The Laplace correction was computed from DEFLEC99 derived deflections. DE1731 DE1731.The geoid height was determined by GEOID99. DE1731 DE1731; North East Units Scale Converg. DE1731;SPC SC - 219,970.645 567,784.461 MT 0.99979692 -0 15 01.6 DE1731;SPC SC - 721,688.47 1,862,809.91 iFT 0.99979692 -0 15 01.6 DE1731;UTM 17 - 3,741,856.073 458,192.398 MT 0.99962155 -0 15 05.1 DE1731 DE1731 SUPERSEDED SURVEY CONTROL DE1731 DE1731 NAD 27 - 33 48 57.37992(N) 081 27 06.89201(W) AD( ) 3 DE1731 NGVD 29 - 129.8 (m) 426. (f) GPS OBS DE1731 DE1731.Superseded values are not recommended for survey control. DE1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1731.See file dsdata.txt to determine how the superseded data were derived. DE1731 DE1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5819241856(NAD 83) DE1731_MARKER: DH = HORIZONTAL CONTROL DISK DE1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1731_STAMPING: LINDA 1985 DE1731_MARK LOGO: NGS DE1731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1731+STABILITY: SURFACE MOTION DE1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1731+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1731 DE1731 HISTORY - Date Condition Report By DE1731 HISTORY - 1985 MONUMENTED SCGS DE1731 HISTORY - 19870422 GOOD DE1731 HISTORY - 20001121 GOOD SCGS DE1731 DE1731 STATION DESCRIPTION DE1731 DE1731'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1731'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI) DE1731'SOUTHWEST OF GILBERT, DE1731'2.5 KM (1.5 MI) NORTHEAST OF THE AIKEN COUNTY LINE, AT THE JUNCTION DE1731'OF INTERSTATE HIGHWAY 20 AND US HIGHWAY 178, ON THE RIGHT-OF-WAY OF DE1731'HIGHWAY 178. DE1731'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1731' DE1731'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 20 AND 178, GO DE1731'SOUTHEAST ON HIGHWAY 178 TO THE END OF THE DE1731'BRIDGE OVER THE INTERSTATE HIGHWAY AND THE STATION ON THE RIGHT. DE1731' DE1731'THE STATION IS A STANDARD NGS DISK DE1731'STAMPED---LINDA 1985---, DE1731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1731'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED DE1731'6.2 METERS (20.3 FT) SOUTHWEST FROM THE HIGHWAY CENTER, DE1731'0.8 METERS (2.6 FT) NORTHEAST FROM A GUARDRAIL, DE1731'1.0 METERS (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, DE1731'5.8 METERS (19.0 FT) SOUTHEAST FROM THE SOUTHEAST END OF THE BRIDGE, DE1731'15.1 METERS (49.5 FT) SOUTH FROM THE NORTHEAST END OF THE BRIDGE. DE1731'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1731'STAMPED---LINDA 1985---, DE1731'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1731' DE1731'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1731'STAMPED---LINDA 1985---, DE1731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1731'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1731'20.0 METERS (65.6 FT) NORTHWEST FROM THE ENTRANCE TO THE SAND PIT, DE1731'7.8 METERS (25.6 FT) NORTHEAST FROM THE HIGHWAY CENTER, DE1731'1.3 METERS (4.3 FT) NORTHWEST FROM A UTILITY POLE, DE1731'0.5 METERS (1.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST. DE1731'TO REACH THE AZIMUTH FROM THE STATION, DE1731'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR DE1731'1.15 KM (0.7 MI) ON HIGHWAY 178 TO A SANDPIT ENTRANCE AND THE MARK DE1731'ON THE LEFT. DE1731'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1731'STAMPED---LINDA 1985---, DE1731'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1731' DE1731'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1731 DE1731 STATION RECOVERY (1987) DE1731 DE1731'RECOVERED 1987 DE1731'RECOVERED IN GOOD CONDITION. DE1731 DE1731 STATION RECOVERY (2000) DE1731 DE1731'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1731'STATION IS LOCATED NEAR A GUARDRAIL AT THE SOUTH CORNER OF THE DE1731'JUNCTION OVERPASS OF INTERSTATE 20 (EXIT 39) AND U.S. HIGHWAY 178, DE1731'7.7 MILES (12.4 KM) SOUTHEAST OF LEESVILLE, 16.8 MILES (27.0 KM) DE1731'SOUTHWEST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1731'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1731'803-737-1350. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND DE1731'LEVEL WITH THE ROAD, 18.6 FEET (5.7 M) WEST SOUTHWEST OF THE CENTER OF DE1731'THE ROAD, 8.4 FEET (2.6 M) NORTH OF A WOODEN GUARDRAIL WITH A SCGS DE1731'REFERENCE WASHER ATTACHED, 2.5 FEET (0.8 M) EAST NORTHEAST OF THE DE1731'GUARDRAIL, 21.2 FEET (6.5 M) SOUTHEAST OF THE SOUTH END OF THE DE1731'CONCRETE BRIDGE RAIL, 3.5 FEET (1.1 M) EAST NORTHEAST OF A WITNESS DE1731'POST. NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK LINDA AZ MK. DE1731'RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1732 *********************************************************************** DE1732 DESIGNATION - LINDA AZ MK DE1732 PID - DE1732 DE1732 STATE/COUNTY- SC/LEXINGTON DE1732 USGS QUAD - STEEDMAN (1986) DE1732 DE1732 *CURRENT SURVEY CONTROL DE1732 ___________________________________________________________________ DE1732* NAD 83(1986)- 33 48 32.04295(N) 081 26 37.05193(W) ADJUSTED DE1732* NAVD 88 - 118.9 (meters) 390. (feet) VERTCON DE1732 ___________________________________________________________________ DE1732 LAPLACE CORR- -2.27 (seconds) DEFLEC99 DE1732 GEOID HEIGHT- -30.69 (meters) GEOID99 DE1732 DE1732 HORZ ORDER - SECOND DE1732 DE1732.The North Carolina/South Carolina HARNS have been completed but, DE1732.due to contractual restrictions, coordinates for these stations DE1732.will NOT be published in the near future. In the interim, the DE1732.published coordinates in North and South Carolina will not be DE1732.consistent with the Continuously Operating Reference Stations DE1732.(CORS). The HARN coordinates for these stations are available DE1732.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1732.Lapine(803-896-7700). DE1732. DE1732.In addition, the published North and South Carolina positions DE1732.(NAD 83 (1986)) are NOT consistent with those determined in DE1732.adjacent state readjustments. The discontinuity between stations DE1732.located in North or South Carolina and those in adjacent states DE1732.which have been adjusted to the HARN may be as much as 5 DE1732.decimeters. This will result in a significant loss of accuracy DE1732.over lines crossing such state borders. DE1732 DE1732 DE1732.The horizontal coordinates were established by classical geodetic methods DE1732.and adjusted by the National Geodetic Survey in February 1988. DE1732.No horizontal observational check was made to the station. DE1732 DE1732.The NAVD 88 height was computed by applying the VERTCON shift value to DE1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DE1732 DE1732.The Laplace correction was computed from DEFLEC99 derived deflections. DE1732 DE1732.The geoid height was determined by GEOID99. DE1732 DE1732; North East Units Scale Converg. DE1732;SPC SC - 219,170.500 568,532.682 MT 0.99979661 -0 14 45.4 DE1732;SPC SC - 719,063.32 1,865,264.70 iFT 0.99979661 -0 14 45.4 DE1732;UTM 17 - 3,741,056.057 458,940.474 MT 0.99962078 -0 14 48.7 DE1732 DE1732 SUPERSEDED SURVEY CONTROL DE1732 DE1732 NGVD 29 - 119.1 (m) 391. (f) VERT ANG DE1732 DE1732.Superseded values are not recommended for survey control. DE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1732.See file dsdata.txt to determine how the superseded data were derived. DE1732 DE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5894041056(NAD 83) DE1732_MARKER: DZ = AZIMUTH MARK DISK DE1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1732_STAMPING: LINDA 1985 DE1732_MARK LOGO: NGS DE1732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1732+STABILITY: SURFACE MOTION DE1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE1732+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1732 DE1732 HISTORY - Date Condition Report By DE1732 HISTORY - 1985 MONUMENTED SCGS DE1732 HISTORY - 20001121 GOOD SCGS DE1732 DE1732 STATION DESCRIPTION DE1732 DE1732'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1732'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI) DE1732'SOUTHEAST OF LEESVILLE, DE1732'13.0 KM (8.0 MI) SOUTHWEST OF GILBERT, DE1732'2.5 KM (1.5 MI) NORTHEAST OF THE AIKEN COUNTY LINE, DE1732'1.1 KM (0.7 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 20 DE1732'AND US HIGHWAY 178, ON THE RIGHT-OF-WAY OF HIGHWAY 178. DE1732'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1732' DE1732'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 20 AND 178, GO DE1732'SOUTHEAST FOR 1.15 KM (0.7 MI) ON HIGHWAY 178 TO A SAND PIT DE1732'ENTRANCE AND THE MARK ON THE LEFT. DE1732' DE1732'THE STATION IS A STANDARD NGS DISK DE1732'STAMPED---LINDA 1985---, DE1732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1732'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1732'20.0 METERS (65.6 FT) NORTHWEST FROM THE SAND PIT ENTRANCE, DE1732'7.8 METERS (25.6 FT) NORTHEAST FROM THE ROAD CENTER, DE1732'1.3 METERS (4.3 FT) NORTHWEST FROM A UTILITY POLE, DE1732'0.5 METERS (1.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST. DE1732'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1732'STAMPED---LINDA 1985---, DE1732'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1732' DE1732'DESCRIPTIVE TEXT TYPED BY CKP. DE1732 DE1732 STATION RECOVERY (2000) DE1732 DE1732'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1732'STATION IS LOCATED 8.3 MILES (13.4 KM) SOUTHEAST OF LEESVILLE, 16.7 DE1732'MILES (26.9 KM) SOUTHWEST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1732'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1732'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DE1732'INTERSTATE 20 (EXIT 39) AND U.S. HIGHWAY 378, 7.7 MILES (12.4 KM) DE1732'SOUTHEAST OF LEESVILLE, GO SOUTHEAST ON HIGHWAY 178 FOR 0.7 MILE (1.1 DE1732'KM) TO THE STATION ON THE LEFT NEAR A POWER POLE. STATION IS A DE1732'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 25.7 DE1732'FEET (7.8 M) NORTHEAST OF THE CENTER OF THE ROAD, 4.7 FEET (1.4 M) DE1732'NORTHWEST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 31.3 DE1732'FEET (9.5 M) SOUTH OF A 1.4-FOOT PINE TREE WITH A SCGS REFERENCE DE1732'WASHER ATTACHED, 68.3 FEET (20.8 M) NORTHWEST OF A METAL CABLE FENCE DE1732'POST, 1.7 FEET (0.5 M) SOUTHWEST OF A WITNESS POST. NOTE-STATION IS DE1732'INTERVISIBLE WITH HORIZONTAL STATION LINDA. RECOVERED BY R.P. DE1732'MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3033 *********************************************************************** EC3033 DESIGNATION - LX 612 EC3033 PID - EC3033 EC3033 STATE/COUNTY- SC/LEXINGTON EC3033 USGS QUAD - IRMO (1990) EC3033 EC3033 *CURRENT SURVEY CONTROL EC3033 ___________________________________________________________________ EC3033* NAD 83(1986)- 34 02 01. (N) 081 13 11. (W) SCALED EC3033* NAVD 88 - 128.009 (meters) 419.98 (feet) ADJUSTED EC3033 ___________________________________________________________________ EC3033 GEOID HEIGHT- -30.74 (meters) GEOID99 EC3033 DYNAMIC HT - 127.879 (meters) 419.55 (feet) COMP EC3033 MODELED GRAV- 979,618.8 (mgal) NAVD 88 EC3033 EC3033 VERT ORDER - FIRST CLASS II EC3033 EC3033.The horizontal coordinates were scaled from a topographic map and have EC3033.an estimated accuracy of +/- 6 seconds. EC3033 EC3033.The orthometric height was determined by differential leveling EC3033.and adjusted by the National Geodetic Survey in March 1994. EC3033 EC3033.The geoid height was determined by GEOID99. EC3033 EC3033.The dynamic height is computed by dividing the NAVD 88 EC3033.geopotential number by the normal gravity value computed on the EC3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3033.degrees latitude (g = 980.6199 gals.). EC3033 EC3033.The modeled gravity was interpolated from observed gravity values. EC3033 EC3033; North East Units Estimated Accuracy EC3033;SPC SC - 244,020. 589,310. MT (+/- 180 meters Scaled) EC3033 EC3033 SUPERSEDED SURVEY CONTROL EC3033 EC3033.No superseded survey control is available for this station. EC3033 EC3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT797659(NAD 83) EC3033_MARKER: DD = SURVEY DISK EC3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3033_STAMPING: LX 612 EC3033_MARK LOGO: CGS+SS EC3033_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3033+STABILITY: SURFACE MOTION EC3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3033+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3033 EC3033 HISTORY - Date Condition Report By EC3033 HISTORY - 1935 MONUMENTED SCGS EC3033 HISTORY - 19930112 GOOD SCGS EC3033 HISTORY - 20000612 GOOD SCGS EC3033 EC3033 STATION DESCRIPTION EC3033 EC3033'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3033'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTH NORTHEAST OF LEXINGTON, EC3033'4.15 MILES (6.68 KM) SOUTHWEST OF IRMO, OWNERSHIP--SCDHPT, DIRECTOR EC3033'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3033'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3033'HIGHWAYS 60 (NEWBERRY AVENUE) AND 6 (NORTH LAKE DRIVE), 2.6 MILES EC3033'(4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 2.2 MILES EC3033'(3.5 KM) TO THE JUNCTION OF STATE ROAD 68 (CORLEY MILLS ROAD), EC3033'CONTINUE ON HIGHWAY 6 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE EC3033'RIGHT ON TOP OF A CUT BANK IN THE FRONT YARD OF A MOBILE HOME. EC3033'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.0 FEET EC3033'(1.2 M) ABOVE THE HIGHWAY, 29.6 FEET (9.0 M) WEST NORTHWEST OF THE EC3033'CENTER OF THE HIGHWAY, 96.2 FEET (29.3 M) EAST OF THE NORTHEAST EC3033'CORNER OF THE MOBILE HOME, 68.7 FEET (20.9 M) SOUTH OF THE SOUTH EC3033'CORNER OF A SMALL WOODEN HOUSE, 71.8 FEET (21.9 M) SOUTHWEST OF THE EC3033'WEST CORNER OF THE NORTHWEST HEADWALL OF A 2.0-FOOT CONCRETE PIPE EC3033'CULVERT BENEATH THE HIGHWAY, 67.8 FEET (20.7 M) NORTHWEST OF A POWER EC3033'POLE NUMBER 284041 WITH TWO GUY WIRES AND A TRANFORMER. RECOVERED BY EC3033'C.E. GEOGHEGAN. EC3033 EC3033 STATION RECOVERY (2000) EC3033 EC3033'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3033'STATION IS LOCATED 3.75 MILES (6.03 KM) NORTH NORTHEAST OF LEXINGTON, EC3033'4.15 MILES (6.68 KM) SOUTHWEST OF IRMO. OWNERSHIP--SCDOT, DIRECTOR OF EC3033'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3033'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3033'HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 AND 6 (NORTH LAKE DRIVE) AND STATE EC3033'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC3033'SOUTH ON HIGHWAY 6 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE EC3033'ROAD 68 (CORLEY MILL ROAD) , CONTINUE ON HIGHWAY 6 FOR 0.05 MILE (0.08 EC3033'KM) TO THE STATION ON THE RIGHT ON A CUT-BANK IN THE FRONT YARD OF A EC3033'MOBILE HOME. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 4.5 EC3033'FEET (1.4 M) ABOVE THE HIGHWAY, 30.0 FEET (9.1 M) WEST NORTHWEST OF EC3033'THE CENTER OF THE HIGHWAY, 96.3 FEET (29.4 M) EAST OF THE NORTHEAST EC3033'CORNER OF THE MOBILE HOME, 68.8 FEET (21.0 M) SOUTH OF THE SOUTH EC3033'CORNER OF A SMALL WOODEN HOUSE, 141.6 FEET (43.2 M) SOUTHWEST OF A EC3033'TELEPHONE JUNCTION BOX NUMBER 1100/207 WITH A SUPPORT POST, 60.1 FEET EC3033'(18.3 M) NORTHWEST OF A POWER POLE NUMBER 284041 WITH A TRANSFORMER EC3033'AND TWO GUY WIRES. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1739 *********************************************************************** DE1739 DESIGNATION - MIDDLE DE1739 PID - DE1739 DE1739 STATE/COUNTY- SC/LEXINGTON DE1739 USGS QUAD - LEXINGTON (1987) DE1739 DE1739 *CURRENT SURVEY CONTROL DE1739 ___________________________________________________________________ DE1739* NAD 83(1986)- 33 59 26.16127(N) 081 13 57.26719(W) ADJUSTED DE1739* NAVD 88 - 130.201 (meters) 427.17 (feet) ADJUSTED DE1739 ___________________________________________________________________ DE1739 LAPLACE CORR- -2.59 (seconds) DEFLEC99 DE1739 GEOID HEIGHT- -30.79 (meters) GEOID99 DE1739 DYNAMIC HT - 130.068 (meters) 426.73 (feet) COMP DE1739 MODELED GRAV- 979,608.8 (mgal) NAVD 88 DE1739 DE1739 HORZ ORDER - FIRST DE1739 VERT ORDER - FIRST CLASS II DE1739 DE1739.The North Carolina/South Carolina HARNS have been completed but, DE1739.due to contractual restrictions, coordinates for these stations DE1739.will NOT be published in the near future. In the interim, the DE1739.published coordinates in North and South Carolina will not be DE1739.consistent with the Continuously Operating Reference Stations DE1739.(CORS). The HARN coordinates for these stations are available DE1739.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1739.Lapine(803-896-7700). DE1739. DE1739.In addition, the published North and South Carolina positions DE1739.(NAD 83 (1986)) are NOT consistent with those determined in DE1739.adjacent state readjustments. The discontinuity between stations DE1739.located in North or South Carolina and those in adjacent states DE1739.which have been adjusted to the HARN may be as much as 5 DE1739.decimeters. This will result in a significant loss of accuracy DE1739.over lines crossing such state borders. DE1739 DE1739 DE1739.The horizontal coordinates were established by GPS observations DE1739.and adjusted by the National Geodetic Survey in February 1988. DE1739 DE1739.The orthometric height was determined by differential leveling DE1739.and adjusted by the National Geodetic Survey in March 1994. DE1739 DE1739.The Laplace correction was computed from DEFLEC99 derived deflections. DE1739 DE1739.The geoid height was determined by GEOID99. DE1739 DE1739.The dynamic height is computed by dividing the NAVD 88 DE1739.geopotential number by the normal gravity value computed on the DE1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1739.degrees latitude (g = 980.6199 gals.). DE1739 DE1739.The modeled gravity was interpolated from observed gravity values. DE1739 DE1739; North East Units Scale Converg. DE1739;SPC SC - 239,256.761 588,115.430 MT 0.99980932 -0 07 44.2 DE1739;SPC SC - 784,963.13 1,929,512.57 iFT 0.99980932 -0 07 44.2 DE1739;UTM 17 - 3,761,138.137 478,519.887 MT 0.99960569 -0 07 48.1 DE1739 DE1739 SUPERSEDED SURVEY CONTROL DE1739 DE1739 NGVD 29 - 130.5 (m) 428. (f) GPS OBS DE1739 DE1739.Superseded values are not recommended for survey control. DE1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1739.See file dsdata.txt to determine how the superseded data were derived. DE1739 DE1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7852061138(NAD 83) DE1739_MARKER: DH = HORIZONTAL CONTROL DISK DE1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1739_STAMPING: MIDDLE 1985 DE1739_MARK LOGO: NGS DE1739_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1739+STABILITY: SURFACE MOTION DE1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1739+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000 DE1739 DE1739 HISTORY - Date Condition Report By DE1739 HISTORY - 1985 MONUMENTED SCGS DE1739 HISTORY - 1985 GOOD SCGS DE1739 HISTORY - 19860324 GOOD DE1739 HISTORY - 19930118 GOOD SCGS DE1739 HISTORY - 19940217 GOOD SCGS DE1739 HISTORY - 20000602 GOOD SCGS DE1739 DE1739 STATION DESCRIPTION DE1739 DE1739'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1739'STATION IS LOCATED IN THE NORTH SECTION OF LEXINGTON, ALONG US DE1739'HIGHWAY 378 AND STATE HIGHWAY 6, ON THE GROUNDS OF THE LEXINGTON DE1739'MIDDLE SCHOOL, IN LAWN NEAR THE SOUTH PROPERTY LINE. DE1739'OWNERSHIP---LEXINGTON SCHOOL DISTRICT 1, C/O DISTRICT DE1739'SUPERINTENDENT, PO BOX 219, LEXINGTON SC 29072, PHONE 803-359-4178. DE1739' DE1739'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 378 EAST AND DE1739'STATE HIGHWAY 6, GO SOUTHWEST FOR 0.32 KM (0.15 MI) ON DE1739'THE HIGHWAYS TO THE SCHOOL ENTRANCE DRIVE ON THE LEFT AND THE DE1739'STATION. DE1739' DE1739'THE STATION IS A STANDARD NGS DISK DE1739'STAMPED---MIDDLE 1985---, DE1739'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1739'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1739'21.7 METERS (71.2 FT) SOUTHEAST FROM THE CENTER OF THE NORTHEAST DE1739'BOUND HIGHWAY LANES, DE1739'20.8 METERS (68.2 FT) NORTHWEST FROM THE NORTHWEST BUILDING CORNER, DE1739'17.1 METERS (56.1 FT) SOUTH FROM A HYDRANT, DE1739'22.3 METERS (73.2 FT) SOUTHWEST FROM A FLAGPOLE, DE1739'0.7 METERS (2.3 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A SIDEWALK. DE1739'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1739'STAMPED---MIDDLE 1985---, DE1739'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1739' DE1739'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1739'STAMPED---MIDDLE 1985---, DE1739'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1739'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1739'10.5 METERS (34.4 FT) EAST FROM THE HIGHWAY CENTER, DE1739'1.2 METERS (3.9 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, DE1739'1.3 METERS (4.3 FT) SOUTHWEST FROM A UTILITY POLE WITH THREE DE1739'TRANSFORMERS, DE1739'0.6 METERS (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST. THIS AREA DE1739'IS UNDER CONSTRUCTION FOR A NEW SHOPPING CENTER. DE1739'TO REACH THE AZIMUTH FROM THE STATION, DE1739'GO NORTHEAST FOR 0.32 KM (0.15 MI) ON THE HIGHWAYS TO THE JUNCTION DE1739'OF US HIGHWAY 378 AND STATE HIGHWAY 6, DE1739'TURN LEFT AND GO NORTH FOR 0.26 KM (0.15 MI) ON HIGHWAY 6 TO THE DE1739'MARK ON THE RIGHT, ON ROAD RIGHT-OF-WAY. DE1739'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1739'STAMPED---MIDDLE 1985---, DE1739'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1739' DE1739'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1739 DE1739 STATION RECOVERY (1985) DE1739 DE1739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 DE1739'RECOVERED IN GOOD CONDITION. DE1739 DE1739 STATION RECOVERY (1986) DE1739 DE1739'RECOVERED 1986 DE1739'RECOVERED IN GOOD CONDITION. DE1739 DE1739 STATION RECOVERY (1993) DE1739 DE1739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE1739'RECOVERED IN GOOD CONDITION. DE1739 DE1739 STATION RECOVERY (1994) DE1739 DE1739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) DE1739'RECOVERED AS DESCRIBED. DE1739 DE1739 STATION RECOVERY (2000) DE1739 DE1739'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1739'STATION IS LOCATED IN THE NORTH SECTION OF LEXINGTON. DE1739'OWNERSHIP--LEXINGTON SCHOOL DISTRICT 1, C/O DISTRICT SUPERINTENDENT, DE1739'P.O. BOX 219, LEXINGTON, SC 29072, PHONE 803-359-4178. TO REACH THE DE1739'STATION FROM THE NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE DE1739'HIGHWAY 6 (NORTH LAKE DRIVE) IN LEXINGTON, GO SOUTHWEST ON HIGHWAYS DE1739'378 AND 6 FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT NEAR A DE1739'SIDEWALK IN THE BLANK ANGLE OF A DRIVE LEADING TO LEXINGTON MIDDLE DE1739'SCHOOL. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL DE1739'WITH THE DRIVE, 27.6 FEET (8.4 M) SOUTH OF THE SOUTHEAST CORNER OF A DE1739'METAL SIGN FOR THE SCHOOL, 73.2 FEET (22.3 M) SOUTHWEST OF A FLAG DE1739'POLE, 2.3 FEET (0.7 M) NORTHEAST OF THE NORTHEAST EDGE OF THE DE1739'SIDEWALK, 28.5 FEET (8.7 M) EAST OF A POWER POLE NUMBER 00200/53 WITH DE1739'A SECURITY LIGHT, METER AND GUY WIRE. NOTE-STATION IS INTERVISIBLE DE1739'WITH AZIMUTH MARK MIDDLE AZ MK. RECOVERED BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1740 *********************************************************************** DE1740 DESIGNATION - MIDDLE AZ MK DE1740 PID - DE1740 DE1740 STATE/COUNTY- SC/LEXINGTON DE1740 USGS QUAD - LEXINGTON (1987) DE1740 DE1740 *CURRENT SURVEY CONTROL DE1740 ___________________________________________________________________ DE1740* NAD 83(1986)- 33 59 41.51053(N) 081 13 48.54144(W) ADJUSTED DE1740* NAVD 88 - 123.472 (meters) 405.09 (feet) ADJUSTED DE1740 ___________________________________________________________________ DE1740 LAPLACE CORR- -2.59 (seconds) DEFLEC99 DE1740 GEOID HEIGHT- -30.79 (meters) GEOID99 DE1740 DYNAMIC HT - 123.345 (meters) 404.67 (feet) COMP DE1740 MODELED GRAV- 979,609.8 (mgal) NAVD 88 DE1740 DE1740 HORZ ORDER - SECOND DE1740 VERT ORDER - FIRST CLASS II DE1740 DE1740.The North Carolina/South Carolina HARNS have been completed but, DE1740.due to contractual restrictions, coordinates for these stations DE1740.will NOT be published in the near future. In the interim, the DE1740.published coordinates in North and South Carolina will not be DE1740.consistent with the Continuously Operating Reference Stations DE1740.(CORS). The HARN coordinates for these stations are available DE1740.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1740.Lapine(803-896-7700). DE1740. DE1740.In addition, the published North and South Carolina positions DE1740.(NAD 83 (1986)) are NOT consistent with those determined in DE1740.adjacent state readjustments. The discontinuity between stations DE1740.located in North or South Carolina and those in adjacent states DE1740.which have been adjusted to the HARN may be as much as 5 DE1740.decimeters. This will result in a significant loss of accuracy DE1740.over lines crossing such state borders. DE1740 DE1740 DE1740.The horizontal coordinates were established by classical geodetic methods DE1740.and adjusted by the National Geodetic Survey in February 1988. DE1740.No horizontal observational check was made to the station. DE1740 DE1740.The orthometric height was determined by differential leveling DE1740.and adjusted by the National Geodetic Survey in March 1994. DE1740 DE1740.The Laplace correction was computed from DEFLEC99 derived deflections. DE1740 DE1740.The geoid height was determined by GEOID99. DE1740 DE1740.The dynamic height is computed by dividing the NAVD 88 DE1740.geopotential number by the normal gravity value computed on the DE1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1740.degrees latitude (g = 980.6199 gals.). DE1740 DE1740.The modeled gravity was interpolated from observed gravity values. DE1740 DE1740; North East Units Scale Converg. DE1740;SPC SC - 239,729.106 588,340.388 MT 0.99980974 -0 07 39.3 DE1740;SPC SC - 786,512.81 1,930,250.62 iFT 0.99980974 -0 07 39.3 DE1740;UTM 17 - 3,761,610.381 478,744.809 MT 0.99960557 -0 07 43.3 DE1740 DE1740 SUPERSEDED SURVEY CONTROL DE1740 DE1740 NGVD 29 - 123.7 (m) 406. (f) VERT ANG DE1740 DE1740.Superseded values are not recommended for survey control. DE1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1740.See file dsdata.txt to determine how the superseded data were derived. DE1740 DE1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7874561610(NAD 83) DE1740_MARKER: DZ = AZIMUTH MARK DISK DE1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1740_STAMPING: MIDDLE 1985 DE1740_MARK LOGO: NGS DE1740_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1740+STABILITY: SURFACE MOTION DE1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE1740+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000 DE1740 DE1740 HISTORY - Date Condition Report By DE1740 HISTORY - 1985 MONUMENTED SCGS DE1740 HISTORY - 1985 GOOD SCGS DE1740 HISTORY - 19930118 GOOD SCGS DE1740 HISTORY - 19940216 GOOD SCGS DE1740 HISTORY - 20000602 GOOD SCGS DE1740 DE1740 STATION DESCRIPTION DE1740 DE1740'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1740'STATION IS LOCATED IN THE NORTH SECTION OF LEXINGTON, JUST NORTH OF DE1740'THE JUNCTION OF US HIGHWAY 378 EAST AND STATE HIGHWAY 6, ON THE DE1740'RIGHT-OF-WAY OF HIGHWAY 6. DE1740'OWNERSHIP---SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1740' DE1740'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 6 AND 378, GO DE1740'NORTH FOR 0.26 KM (0.15 MI) ON HIGHWAY 6 TO THE STATION ON THE DE1740'RIGHT. DE1740' DE1740'THE STATION IS A STANDARD NGS DISK DE1740'STAMPED---MIDDLE 1985---, DE1740'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1740'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1740'10.5 METERS (34.4 FT) EAST FROM THE HIGHWAY CENTER, DE1740'1.2 METERS (3.9 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, DE1740'1.3 METERS (4.3 FT) SOUTHWEST FROM A UTILITY POLE WITH THREE DE1740'TRANSFORMERS, DE1740'0.6 METERS (2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST. THIS DE1740'AREA IS UNDER CONSTRUCTION FOR A NEW SHOPPING CENTER. DE1740'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1740'STAMPED---MIDDLE 1985---, DE1740'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1740' DE1740'DESCRIPTIVE TEXT TYPED BY CKP. DE1740 DE1740 STATION RECOVERY (1985) DE1740 DE1740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 DE1740'RECOVERED IN GOOD CONDITION. DE1740 DE1740 STATION RECOVERY (1993) DE1740 DE1740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE1740'RECOVERED IN GOOD CONDITION. DE1740 DE1740 STATION RECOVERY (1994) DE1740 DE1740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1994 (DDW) DE1740'RECOVERED AS DESCRIBED. DE1740 DE1740 STATION RECOVERY (2000) DE1740 DE1740'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1740'STATION IS LOCATED IN THE NORTH SECTION OF LEXINGTON. DE1740'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE1740'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE1740'NORTHEAST JUNCTION OF U.S. HIGHWAY 378 AND STATE HIGHWAY 6 (NORTH DE1740'LAKE DRIVE) IN LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 DE1740'KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE AT THE NORTH END OF DE1740'A CHAIN LINK FENCE FOR LEXINGTON PERSONAL WATERCRAFT. STATION IS A DE1740'CONCRETE POST PROJECTING 1.0 FOOT (0.3 M) AND BLANK, 34.4 FEET (10.5 DE1740'M) EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 5.9 FEET (1.8 M) SOUTH DE1740'SOUTHWEST OF A POWER POLE NUMBER 34323 WITH A SCGS REFERENCE WASHER DE1740'ATTACHED AND A GUY WIRE, 7.2 FEET (2.2 M) SOUTH SOUTHWEST OF A DE1740'TELEPHONE JUNCTION BOX 1190D01, 18.9 FEET (5.8 M) WEST SOUTHWEST OF DE1740'THE SOUTHWEST CORNER OF THE WEST LEG OF A METAL SIGN FOR A SHOPPING DE1740'CENTER, 2.0 FEET (0.6 M) NORTH NORTHEAST OF A WITNESS POST. DE1740'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION MIDDLE. RECOVERED DE1740'BY L.A. ANDA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1743 *********************************************************************** DE1743 DESIGNATION - MT HERMON DE1743 PID - DE1743 DE1743 STATE/COUNTY- SC/LEXINGTON DE1743 USGS QUAD - WAGENER (1986) DE1743 DE1743 *CURRENT SURVEY CONTROL DE1743 ___________________________________________________________________ DE1743* NAD 83(1986)- 33 41 39.60741(N) 081 15 59.56569(W) ADJUSTED DE1743* NAVD 88 - 95.59 (meters) 313.6 (feet) GPS OBS DE1743 ___________________________________________________________________ DE1743 LAPLACE CORR- -1.21 (seconds) DEFLEC99 DE1743 GEOID HEIGHT- -31.04 (meters) GEOID99 DE1743 DE1743 HORZ ORDER - FIRST DE1743 DE1743.The North Carolina/South Carolina HARNS have been completed but, DE1743.due to contractual restrictions, coordinates for these stations DE1743.will NOT be published in the near future. In the interim, the DE1743.published coordinates in North and South Carolina will not be DE1743.consistent with the Continuously Operating Reference Stations DE1743.(CORS). The HARN coordinates for these stations are available DE1743.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1743.Lapine(803-896-7700). DE1743. DE1743.In addition, the published North and South Carolina positions DE1743.(NAD 83 (1986)) are NOT consistent with those determined in DE1743.adjacent state readjustments. The discontinuity between stations DE1743.located in North or South Carolina and those in adjacent states DE1743.which have been adjusted to the HARN may be as much as 5 DE1743.decimeters. This will result in a significant loss of accuracy DE1743.over lines crossing such state borders. DE1743 DE1743 DE1743.The horizontal coordinates were established by GPS observations DE1743.and adjusted by the National Geodetic Survey in February 1988. DE1743 DE1743.The orthometric height was determined by GPS observations and a DE1743.high-resolution geoid model using precise GPS observation and DE1743.processing techniques. DE1743 DE1743.The Laplace correction was computed from DEFLEC99 derived deflections. DE1743 DE1743.The geoid height was determined by GEOID99. DE1743 DE1743; North East Units Scale Converg. DE1743;SPC SC - 206,409.469 584,892.477 MT 0.99979375 -0 08 52.0 DE1743;SPC SC - 677,196.42 1,918,938.57 iFT 0.99979375 -0 08 52.0 DE1743;UTM 17 - 3,728,297.211 475,297.203 MT 0.99960752 -0 08 52.3 DE1743 DE1743 SUPERSEDED SURVEY CONTROL DE1743 DE1743 NGVD 29 - 96.1 (m) 315. (f) GPS OBS DE1743 DE1743.Superseded values are not recommended for survey control. DE1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1743.See file dsdata.txt to determine how the superseded data were derived. DE1743 DE1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7529728297(NAD 83) DE1743_MARKER: DH = HORIZONTAL CONTROL DISK DE1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1743_STAMPING: MT HERMON 1985 DE1743_MARK LOGO: NGS DE1743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1743+STABILITY: SURFACE MOTION DE1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1743+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000 DE1743 DE1743 HISTORY - Date Condition Report By DE1743 HISTORY - 1985 MONUMENTED SCGS DE1743 HISTORY - 1988 GOOD LOCSUR DE1743 HISTORY - 20001120 GOOD SCGS DE1743 DE1743 STATION DESCRIPTION DE1743 DE1743'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1743'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) DE1743'SOUTH OF PELION, DE1743'0.3 KM (0.2 MI) NORTHEAST OF THE AIKEN COUNTY LINE, IN THE FRONT DE1743'YARD OF THE MOUNT HERMON BAPTIST CHURCH, ADJACENT TO THE BRICK DE1743'CHURCH SIGN. DE1743'OWNERSHIP--MOUNT HERMON BAPTIST CHURCH, RTE 2, PO BOX 393, PELION DE1743'SC 29123, PHONE 803-894-3073. DE1743' DE1743'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 302 AND THE DE1743'NORTH EDISTO RIVER (COUNTY LINE), GO NORTH FOR DE1743'0.3 KM (0.2 MI) ON HIGHWAY 302 TO A PAVED ROAD RIGHT, DE1743'TURN RIGHT AND GO SOUTHEAST FOR 0.15 KM (0.1 MI) ON S-32-45 TO THE DE1743'STATION ON THE RIGHT. DE1743' DE1743'THE STATION IS A STANDARD NGS DISK DE1743'STAMPED---MT HERMON 1985---, DE1743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1743'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1743'10.5 METERS (34.4 FT) SOUTHWEST FROM THE ROAD CENTER, DE1743'49.2 METERS (161.4 FT) NORTHWEST FROM A TELEPHONE PEDESTAL 3-3K/1, DE1743'1.9 METERS (6.2 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE LOW DE1743'BRICK WALL AROUND THE CHURCH SIGN, DE1743'4.2 METERS (13.8 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE DE1743'WALL, AND ON LINE WITH THE WEST WALL OF MAIN BODY OF THE CHURCH. DE1743'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1743'STAMPED---MT HERMON 1985---, DE1743'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1743' DE1743'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1743'STAMPED---MT HERMON 1985---, DE1743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1743'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1743'9.8 METERS (32.2 FT) NORTHEAST FROM THE ROAD CENTER, DE1743'20.0 METERS (65.6 FT) SOUTHEAST FROM A SAND ROAD CENTER, DE1743'1.9 METERS (6.2 FT) NORTH FROM A UTILITY POLE 30906, DE1743'0.5 METERS (1.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST, DE1743'2.5 METERS (8.2 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL. DE1743'TO REACH THE AZIMUTH FROM THE STATION, DE1743'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR DE1743'0.26 KM (0.15 MI) ON S-32-45 TO A RAIL CROSSING, DE1743'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR DE1743'38 METERS (124.7 FT) ON S-32-45 TO THE MARK ON THE LEFT, ON ROAD DE1743'RIGHT-OF-WAY. DE1743'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1743'STAMPED---MT HERMON 1985---, DE1743'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1743' DE1743'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1743 DE1743 STATION RECOVERY (1988) DE1743 DE1743'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (GBC) DE1743'NO TEXT. DE1743 DE1743 STATION RECOVERY (2000) DE1743 DE1743'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1743'STATION IS LOCATED 4.85 MILES (7.81 KM) SOUTH SOUTHWEST OF PELION, DE1743'19.8 MILES (31.9 KM) SOUTH OF LEXINGTON. OWNERSHIP--MOUNT HERMON DE1743'BAPTIST CHURCH, ROUTE 2, P.O. BOX 393, PELION, SC 29123, PHONE DE1743'803-894-3073. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE1743'178 AND STATE HIGHWAY 302 IN PELION, GO SOUTH ON HIGHWAY 302 FOR 5.0 DE1743'MILES (8.0 KM) TO THE JUNCTION OF STATE ROAD 45 (CEDAR CREEK ROAD) , DE1743'TURN LEFT ON ROAD 45 FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT DE1743'NEAR A BRICK SIGN FOR THE MOUNT HERMON BAPTIST CHURCH. STATION IS A DE1743'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 35.3 FEET DE1743'(10.8 M) SOUTHWEST OF THE CENTER OF THE ROAD, 158.9 FEET (48.4 M) DE1743'NORTHEAST OF THE EAST CORNER OF THE CHURCH BUILDING, 6.4 FEET (2.0 M) DE1743'SOUTHEAST OF THE EAST CORNER OF A LOW BRICK WALL AROUND THE SIGN, DE1743'113.7 FEET (34.7 M) NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE TO DE1743'THE CHURCH, 136.0 FEET (41.5 M) SOUTHEAST OF THE CENTER OF THE DE1743'NORTHWEST ENTRANCE DRIVE TO THE CHURCH. NOTE-STATION IS INTERVISIBLE DE1743'WITH AZIMUTH MARK MT HERMON AZ MK. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1744 *********************************************************************** DE1744 DESIGNATION - MT HERMON AZ MK DE1744 PID - DE1744 DE1744 STATE/COUNTY- SC/LEXINGTON DE1744 USGS QUAD - WAGENER (1986) DE1744 DE1744 *CURRENT SURVEY CONTROL DE1744 ___________________________________________________________________ DE1744* NAD 83(1986)- 33 41 34.71670(N) 081 15 49.28398(W) ADJUSTED DE1744* NAVD 88 - 96.2 (meters) 316. (feet) VERTCON DE1744 ___________________________________________________________________ DE1744 LAPLACE CORR- -1.24 (seconds) DEFLEC99 DE1744 GEOID HEIGHT- -31.04 (meters) GEOID99 DE1744 DE1744 HORZ ORDER - SECOND DE1744 DE1744.The North Carolina/South Carolina HARNS have been completed but, DE1744.due to contractual restrictions, coordinates for these stations DE1744.will NOT be published in the near future. In the interim, the DE1744.published coordinates in North and South Carolina will not be DE1744.consistent with the Continuously Operating Reference Stations DE1744.(CORS). The HARN coordinates for these stations are available DE1744.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1744.Lapine(803-896-7700). DE1744. DE1744.In addition, the published North and South Carolina positions DE1744.(NAD 83 (1986)) are NOT consistent with those determined in DE1744.adjacent state readjustments. The discontinuity between stations DE1744.located in North or South Carolina and those in adjacent states DE1744.which have been adjusted to the HARN may be as much as 5 DE1744.decimeters. This will result in a significant loss of accuracy DE1744.over lines crossing such state borders. DE1744 DE1744 DE1744.The horizontal coordinates were established by classical geodetic methods DE1744.and adjusted by the National Geodetic Survey in February 1988. DE1744.No horizontal observational check was made to the station. DE1744 DE1744.The NAVD 88 height was computed by applying the VERTCON shift value to DE1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DE1744 DE1744.The Laplace correction was computed from DEFLEC99 derived deflections. DE1744 DE1744.The geoid height was determined by GEOID99. DE1744 DE1744; North East Units Scale Converg. DE1744;SPC SC - 206,258.137 585,156.832 MT 0.99979374 -0 08 46.3 DE1744;SPC SC - 676,699.92 1,919,805.88 iFT 0.99979374 -0 08 46.3 DE1744;UTM 17 - 3,728,145.907 475,561.509 MT 0.99960736 -0 08 46.6 DE1744 DE1744 SUPERSEDED SURVEY CONTROL DE1744 DE1744 NGVD 29 - 96.5 (m) 317. (f) VERT ANG DE1744 DE1744.Superseded values are not recommended for survey control. DE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1744.See file dsdata.txt to determine how the superseded data were derived. DE1744 DE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7556228146(NAD 83) DE1744_MARKER: DZ = AZIMUTH MARK DISK DE1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1744_STAMPING: MT HERMON 1985 DE1744_MARK LOGO: NGS DE1744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1744+STABILITY: SURFACE MOTION DE1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE1744+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000 DE1744 DE1744 HISTORY - Date Condition Report By DE1744 HISTORY - 1985 MONUMENTED SCGS DE1744 HISTORY - 20001120 GOOD SCGS DE1744 DE1744 STATION DESCRIPTION DE1744 DE1744'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1744'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) DE1744'SOUTH OF PELION, DE1744'0.3 KM (0.2 MI) NORTHEAST OF THE AIKEN COUNTY LINE, ALONG A WOODS DE1744'EDGE, ON RIGHT-OF-WAY OF S-32-45. DE1744'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1744' DE1744'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 302 AND THE DE1744'NORTH EDISTO RIVER (COUNTY LINE), GO NORTH FOR DE1744'0.3 KM (0.2 MI) ON HIGHWAY 302 TO A PAVED ROAD RIGHT, DE1744'TURN RIGHT AND GO SOUTHEAST FOR 0.41 KM (0.25 MI) ON S-32-45 TO A DE1744'RAIL CROSSING, DE1744'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR DE1744'38.0 METERS (124.7 FT) ON S-32-45 TO THE MARK ON THE LEFT. DE1744' DE1744'THE STATION IS A STANDARD NGS DISK DE1744'STAMPED---MT HERMON 1985---, DE1744'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1744'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1744'9.8 METERS (32.2 FT) NORTHEAST FROM THE ROAD CENTER, DE1744'20.0 METERS (65.6 FT) SOUTHEAST FROM A SAND ROAD CENTER, DE1744'1.9 METERS (6.2 FT) SOUTH FROM A UTILITY POLE 30906, DE1744'0.5 METERS (1.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST, DE1744'2.5 METERS (8.2 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL. DE1744'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1744'STAMPED---MT HERMON 1985---, DE1744'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1744' DE1744'DESCRIPTIVE TEXT TYPED BY CKP. DE1744 DE1744 STATION RECOVERY (2000) DE1744 DE1744'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1744'STATION IS LOCATED 4.9 MILES (7.9 KM) SOUTH SOUTHWEST OF PELION, 19.7 DE1744'MILES (31.7 KM) SOUTH OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1744'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1744'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE1744'178 AND STATE HIGHWAY 302 IN PELION, GO SOUTH ON HIGHWAY 302 FOR 5.0 DE1744'MILES (8.0 KM) TO THE JUNCTION OF STATE ROAD 45 (CEDAR CREEK ROAD) , DE1744'TURN LEFT ON ROAD 45 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE DE1744'LEFT NEAR A POWER POLE IN THE EAST ANGLE OF A DIRT ROAD (TRACK ROAD) . DE1744'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT (0.3 M) DE1744'BELOW THE ROAD, 32.7 FEET (10.0 M) NORTHEAST OF THE CENTER OF THE DE1744'ROAD, 3.5 FEET (1.1 M) NORTH OF THE POWER POLE NUMBER 30906 WITH THREE DE1744'GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 7.8 FEET (2.4 M) EAST DE1744'SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 6170/2, 68.6 FEET (20.9 DE1744'M) SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 1.6 FEET (0.5 M) DE1744'SOUTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH DE1744'HORIZONTAL STATION MT HERMON. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE2161 *********************************************************************** DE2161 CBN - This is a Cooperative Base Network Control Station. DE2161 DESIGNATION - OAK GROVE RESET DE2161 PID - DE2161 DE2161 STATE/COUNTY- SC/LEXINGTON DE2161 USGS QUAD - STEEDMAN (1986) DE2161 DE2161 *CURRENT SURVEY CONTROL DE2161 ___________________________________________________________________ DE2161* NAD 83(1986)- 33 49 03.60951(N) 081 22 40.54689(W) ADJUSTED DE2161* NAVD 88 - 154.985 (meters) 508.48 (feet) ADJUSTED DE2161 ___________________________________________________________________ DE2161 LAPLACE CORR- -2.30 (seconds) DEFLEC99 DE2161 GEOID HEIGHT- -30.77 (meters) GEOID99 DE2161 DYNAMIC HT - 154.822 (meters) 507.95 (feet) COMP DE2161 MODELED GRAV- 979,584.1 (mgal) NAVD 88 DE2161 DE2161 HORZ ORDER - FIRST DE2161 VERT ORDER - FIRST CLASS II DE2161 DE2161.The North Carolina/South Carolina HARNS have been completed but, DE2161.due to contractual restrictions, coordinates for these stations DE2161.will NOT be published in the near future. In the interim, the DE2161.published coordinates in North and South Carolina will not be DE2161.consistent with the Continuously Operating Reference Stations DE2161.(CORS). The HARN coordinates for these stations are available DE2161.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE2161.Lapine(803-896-7700). DE2161. DE2161.In addition, the published North and South Carolina positions DE2161.(NAD 83 (1986)) are NOT consistent with those determined in DE2161.adjacent state readjustments. The discontinuity between stations DE2161.located in North or South Carolina and those in adjacent states DE2161.which have been adjusted to the HARN may be as much as 5 DE2161.decimeters. This will result in a significant loss of accuracy DE2161.over lines crossing such state borders. DE2161 DE2161 DE2161.The horizontal coordinates were established by GPS observations DE2161.and adjusted by the National Geodetic Survey in July 1986. DE2161 DE2161.The orthometric height was determined by differential leveling DE2161.and adjusted by the National Geodetic Survey in September 1998. DE2161 DE2161.The Laplace correction was computed from DEFLEC99 derived deflections. DE2161 DE2161.The geoid height was determined by GEOID99. DE2161 DE2161.The dynamic height is computed by dividing the NAVD 88 DE2161.geopotential number by the normal gravity value computed on the DE2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE2161.degrees latitude (g = 980.6199 gals.). DE2161 DE2161.The modeled gravity was interpolated from observed gravity values. DE2161 DE2161; North East Units Scale Converg. DE2161;SPC SC - 220,118.715 574,617.806 MT 0.99979699 -0 12 34.3 DE2161;SPC SC - 722,174.26 1,885,229.02 iFT 0.99979699 -0 12 34.3 DE2161;UTM 17 - 3,742,004.011 465,024.524 MT 0.99961508 -0 12 37.2 DE2161 DE2161: Primary Azimuth Mark Grid Az DE2161:SPC SC - OAK GROVE AZ MK RESET 281 19 54.3 DE2161:UTM 17 - OAK GROVE AZ MK RESET 281 19 57.2 DE2161 DE2161|---------------------------------------------------------------------| DE2161| PID Reference Object Distance Geod. Az | DE2161| dddmmss.s | DE2161| DE2162 OAK GROVE RM 3 8.036 METERS 01532 | DE2161| DE2865 OAK GROVE RM 1 52.078 METERS 12834 | DE2161| DE2866 OAK GROVE RM 2 31.565 METERS 25921 | DE2161| DE2863 OAK GROVE AZ MK 2810746.3 | DE2161| DE1745 OAK GROVE AZ MK RESET 429.021 METERS 2810720.0 | DE2161| DE2347 BATESBURG WHITE TANK APPROX.18.2 KM 3031651.4 | DE2161| DE2348 LEESVILLE SMALLER OF TWO TANKS APPROX.16.7 KM 3103550.0 | DE2161| DE2351 LEESVILLE TALLER OF TWO TANKS APPROX.16.3 KM 3122903.2 | DE2161|---------------------------------------------------------------------| DE2161 DE2161 SUPERSEDED SURVEY CONTROL DE2161 DE2161 NAD 27 - 33 49 03.08300(N) 081 22 41.17600(W) AD( ) 2 DE2161 NGVD 29 - 155.34 (m) 509.6 (f) LEVELING 3 DE2161 DE2161.Superseded values are not recommended for survey control. DE2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE2161.See file dsdata.txt to determine how the superseded data were derived. DE2161 DE2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6502542004(NAD 83) DE2161_MARKER: DH = HORIZONTAL CONTROL DISK DE2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE2161_STAMPING: OAK GROVE 1935 1985 DE2161_MARK LOGO: NGS DE2161_PROJECTION: FLUSH DE2161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE2161+STABILITY: SURFACE MOTION DE2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE2161+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE2161 DE2161 HISTORY - Date Condition Report By DE2161 HISTORY - 1985 MONUMENTED SCGS DE2161 HISTORY - 19930609 GOOD SCGS DE2161 HISTORY - 19951127 GOOD SCGS DE2161 HISTORY - 19971119 GOOD SCGS DE2161 HISTORY - 19980116 GOOD SCGS DE2161 HISTORY - 19981012 GOOD SCGS DE2161 HISTORY - 20001121 GOOD SCGS DE2161 DE2161 STATION DESCRIPTION DE2161 DE2161'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE2161'THE STATION WAS RECOVERED AT THIS DATE. DE2161'THE STATION, UNDERGROUND MARK, REFERENCE MARK 1, 2, AND 3 AND THE DE2161'1971 AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. THE STATION DE2161'SURFACE MARK HAD BEEN PULLED IN 1971. THE UNDERGROUND MARK WAS DE2161'OCCUPIED AT THIS TIME AND THE FOLLOWING WAS DETERMINED- THE DE2161'DIRECTIONS TO REFERENCE MARKS 1, 2, AND 3, AND THE DISTANCES TO DE2161'REFERENCE MARKS 2 AND 3 COMPARED FAVORABLY TO THE 1971 DATA. DE2161'HOWEVER, A DISTANCE OF 0.04 FT (0.012 METERS) LONGER TO REFERENCE DE2161'MARK 1 WAS NOTED AND VERIFIED, AND AN ASTRONOMIC AZIMUTH TAKEN AT DE2161'THIS TIME SHOWED A DIFFERENCE IN THE AZIMUTH TO THE AZIMUTH MARK OF DE2161'ABOUT 30.91 SECONDS LESSER. HOLDING ITS POINT, THE STATION DE2161'UNDERGROUND WAS LOWERED AND SURFACE MARK WAS SET AT THIS TIME. THE DE2161'DISTANCE OF 8.027 METERS TO REFERENCE MARK 3 WAS CORRECTED ONLY FOR DE2161'SLOPE USING A VERTICAL ANGLE. REFERENCE MARK 1 TO REFERENCE 3 WAS DE2161'BLOCKED BY TREES AND BRUSH. DE2161' DE2161'THE STATION IS LOCATED ABOUT 16.0 KM ( 10 MI) SOUTHEAST OF LEESVILLE, DE2161'13.7 KM (8.5 MI) NORTHWEST OF PELION, DE2161'6.5 KM (4.0 MI) NORTH OF THE FAIRVIEW COMMUNITY AND AT THE BASE OF DE2161'A LOW CUT BANK. DE2161'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS AND PUBLIC DE2161'TRANSPORTATION, ENGINEERING DIVISION, ROAD DESIGN, PO BOX 191, DE2161'COLUMBIA, SC 29202, ATTN- MR. GENE ROWLETTE. PHONE 803-758-7163. DE2161' DE2161'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 178 AND DE2161'S-32-278 IN THE FAIRVIEW COMMUNITY, GO WEST FOR DE2161'30 METERS (98.4 FT) ON HIGHWAY 178 TO A PAVED ROAD RIGHT, DE2161'TURN RIGHT AND GO NORTH FOR 6.25 KM (3.9 MI) ON S-32-774 TO A FORK DE2161'AT A CEMETARY ON THE RIGHT, DE2161'TURN LEFT AND GO WEST FOR 0.55 KM (0.35 MI) ON S-32-883 TO THE TOP DE2161'OF A SLIGHT GRADE, DE2161'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.35 KM (0.2 MI) ON DE2161'S-32-883 TO THE STATION ON THE RIGHT. DE2161' DE2161'THE STATION IS A STANDARD NGS DISK DE2161'STAMPED---OAK GROVE 1935 1985---, DE2161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2161'30 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED DE2161'6.7 METERS (22.0 FT) NORTH FROM THE ROAD CENTER, DE2161'0.2 METERS (0.7 FT) SOUTH FROM THE BANK, DE2161'0.5 METERS (1.6 FT) WEST FROM A FIBERGLASS WITNESS POST, DE2161'29.7 METERS (97.4 FT) EAST FROM A UTILITY POLE, DE2161'24.4 METERS (80.1 FT) NORTHEAST FROM A TELEPHONE PEDESTAL 1-1-1E/3. DE2161'THE UNDERGROUND MARK IS A STANDARD CGS DISK DE2161'STAMPED---OAK GROVE 1935---, DE2161'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE. DE2161' DE2161'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK DE2161'STAMPED---OAK GROVE NO 1 1935---, DE2161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2161'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE2161'9.5 METERS (31.2 FT) SOUTH FROM THE ROAD CENTER, DE2161'67.8 METERS (222.4 FT) EAST FROM A TELEPHONE PEDESTAL 1-1-1E/3. DE2161'MARK IS LEVEL WITH THE STATION. DE2161' DE2161'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK DE2161'STAMPED---OAK GROVE NO 2 1935---, DE2161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2161'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND. LOCATED DE2161'8.2 METERS (26.9 FT) SOUTH FROM THE ROAD CENTER, DE2161'8.7 METERS (28.5 FT) WEST FROM A TELEPHONE PEDESTAL 1-1-1E/3, DE2161'18.1 METERS (59.4 FT) SOUTH FROM A UTILITY POLE. DE2161'MARK IS 0.5 METERS ABOVE THE STATION. DE2161' DE2161'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK DE2161'STAMPED---OAK GROVE 1935 NO 3 1971---, DE2161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2161'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE2161'14.9 METERS (48.9 FT) NORTH FROM THE ROAD CENTER, DE2161'29.6 METERS (97.1 FT) EAST-NORTHEAST FROM A UTILITY POLE, DE2161'1.6 METERS (5.2 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST, DE2161'8.2 METERS (26.9 FT) NORTH FROM A FIBERGLASS WITNESS POST. DE2161'MARK IS 0.2 METERS ABOVE THE STATION. DE2161' DE2161'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK DE2161'STAMPED---OAK GROVE 1935 1971---, DE2161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE2161'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED DE2161'9.1 METERS (29.9 FT) SOUTH FROM THE ROAD CENTER, DE2161'1.6 METERS (5.2 FT) SOUTH FROM A UTILITY POLE AND TELEPHONE DE2161'PEDESTAL 1-1-1E/2, DE2161'0.5 METERS (1.6 FT) WEST FROM A FIBERGLASS WITNESS POST, DE2161'2.9 METERS (9.5 FT) NORTH FROM A TRIANGLE-BLAZED 25 CM IN DIAMETER DE2161'OAK TREE. DE2161'TO REACH THE AZIMUTH FROM THE STATION, DE2161'GO WEST FOR 0.31 KM (0.2 MI) ON STATE ROAD 883 TO A PAIR OF GASLINE DE2161'MARKER POSTS ON EACH SIDE OF THE ROAD, DE2161'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 125 METERS (0.1 MI) ON DE2161'STATE ROAD 883 TO THE AZIMUTH MARK ON THE LEFT. DE2161' DE2161'DESCRIPTIVE TEXT TYPED BY CKP. DE2161 DE2161 STATION RECOVERY (1993) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE2161'STATION IS LOCATED 7.4 MILES (11.9 KM) SOUTH OF GILBERT. DE2161'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DE2161'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION DE2161'OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (BRANCH POND ROAD) EXIT DE2161'44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO EAST ON ROAD 34 FOR 0.25 DE2161'MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 774 (NEELY WINGARD ROAD), DE2161'TURN RIGHT ON ROAD 774 FOR 2.75 MILE (4.43 KM) TO THE JUNCTION OF DE2161'STATE ROAD 883 (STATE ROAD 774 (HAYRIDE ROAD) GOES LEFT), CONTINUE DE2161'AHEAD ON ROAD 883 (NEELY WINGARD ROAD) FOR 1.45 MILES (2.33 KM) TO THE DE2161'STATION ON THE LEFT NEAR TWO OAK TREES. STATION IS A CONCRETE POST DE2161'RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE ROAD, DE2161'80.8 FEET (24.6 M) EAST NORTHEAST OF THE SUPPORT POST FOR A TELEPHONE DE2161'JUNCTION BOX NUMBER 11110/5010, 39.3 FEET (12.0 M) WEST OF A 0.8-FOOT DE2161'OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 38.9 FEET (11.9 M) DE2161'SOUTHEAST OF A 0.6-FOOT OAK TREE WITH A SCGS REFERENCE WASHER DE2161'ATTACHED, 22.1 FEET (6.7 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, DE2161'97.1 FEET (29.6 M) EAST SOUTHEAST OF THE POWER POLE WITH A GUY WIRE DE2161'AND A SCGS REFERENCE WASHER ATTACHED, 170.6 FEET (52.0 M) NORTHWEST OF DE2161'REFERENCE MARK OAK GROVE RM 1, 103.4 FEET (31.5 M) EAST OF REFERENCE DE2161'MARK OAK GROVE RM 2, 26.4 FEET (8.0 M) SOUTH SOUTHWEST OF REFERENCE DE2161'MARK OAK GROVE RM 3, 1.9 FEET (0.6 M) NORTHWEST OF A WITNESS POST. DE2161'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK OAK GROVE AZ MK 2. DE2161'RECOVERED BY C.E. GEOGHEGAN. DE2161 DE2161 STATION RECOVERY (1995) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DGB) DE2161'RECOVERED AS DESCRIBED. DE2161 DE2161 STATION RECOVERY (1997) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DE2161'RECOVERED AS DESCRIBED. DE2161 DE2161 STATION RECOVERY (1998) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) DE2161'RECOVERED AS DESCRIBED. DE2161 DE2161 STATION RECOVERY (1998) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) DE2161'STATION IS LOCATED 7.4 MILES (11.9 KM) SOUTH OF GILBERT. DE2161'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE2161'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE2161'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE ROAD 34 (POND BRANCH DE2161'ROAD) EXIT 44, 3.6 MILES (5.8 KM) SOUTH OF GILBERT, GO EAST ON ROAD 34 DE2161'FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF STATE ROAD 774 (NEELY DE2161'WINGARD ROAD) , TURN RIGHT ON ROAD 774 FOR 2.75 MILE (4.43 KM) TO THE DE2161'JUNCTION OF STATE ROAD 883 (STATE ROAD 774 (HAYRIDE ROAD) GOES LEFT) , DE2161'CONTINUE AHEAD ON ROAD 883 (NEELY WINGARD ROAD) FOR 1.45 MILES (2.33 DE2161'KM) TO THE STATION ON THE LEFT NEAR TWO OAK TREES. STATION IS A DE2161'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) ABOVE DE2161'THE ROAD, 80.8 FEET (24.6 M) EAST NORTHEAST OF THE SUPPORT POST FOR A DE2161'TELEPHONE JUNCTION BOX NUMBER 11110/5010, 39.3 FEET (12.0 M) WEST OF A DE2161'0.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER ATTACHED, 38.9 FEET DE2161'(11.9 M) SOUTHEAST OF A 0.6-FOOT OAK TREE WITH A SCGS REFERENCE WASHER DE2161'ATTACHED, 22.1 FEET (6.7 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, DE2161'97.1 FEET (29.6 M) EAST SOUTHEAST OF THE POWER POLE WITH A GUY WIRE DE2161'AND A SCGS REFERENCE WASHER ATTACHED, 170.6 FEET (52.0 M) NORTHWEST OF DE2161'REFERENCE MARK OAK GROVE RM 1, 103.4 FEET (31.5 M) EAST OF REFERENCE DE2161'MARK OAK GROVE RM 2, 26.4 FEET (8.0 M) SOUTH SOUTHWEST OF REFERENCE DE2161'MARK OAK GROVE RM 3, 1.9 FEET (0.6 M) NORTHWEST OF A WITNESS POST. DE2161'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK OAK GROVE AZ MK 2. DE2161'RECOVERED BY C.J. STONE. DE2161 DE2161 STATION RECOVERY (2000) DE2161 DE2161'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE2161'STATION IS LOCATED 10.2 MILES (16.4 KM) SOUTHEAST OF LEESVILLE, 13.9 DE2161'MILES (22.4 KM) SOUTHWEST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE2161'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE2161'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE2161'178 AND STATE HIGHWAY 113, 6.5 MILES (10.5 KM) WEST OF PELION, GO DE2161'NORTHWEST ON HIGHWAY 178 FOR 0.05 MILE (0.08 KM) TO THE JUNCTION OF DE2161'STATE ROAD 774 (NEELY WINGARD ROAD) , TURN RIGHT ON ROAD 774 FOR 4.4 DE2161'MILES (7.1 KM) TO THE STATION ON THE RIGHT. STATION IS A CONCRETE DE2161'POST RECESSED 0.5 FOOT (15.2 CM) AND LEVEL WITH THE ROAD, 22.4 FEET DE2161'(6.8 M) NORTH NORTHEAST OF THE CENTER OF THE ROAD, 96.5 FEET (29.4 M) DE2161'EAST SOUTHEAST OF A POWER POLE WITH GUY WIRE AND A SCGS REFERENCE DE2161'WASHER ATTACHED, 29.0 FEET (8.8 M) WEST NORTHWEST OF A 0.8-FOOT PINE DE2161'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 38.8 FEET (11.8 M) DE2161'SOUTHEAST OF A 0.8-FOOT OAK TREE WITH A SCGS REFERENCE WASHER DE2161'ATTACHED, 170.6 FEET (52.0 M) NORTHWEST OF REFERENCE MARK OAK GROVE RM DE2161'1, 103.4 FEET (31.5 M) EAST OF REFERENCE MARK OAK GROVE RM 2, 26.4 DE2161'FEET (8.0 M) SOUTH SOUTHWEST OF REFERENCE MARK OAK GROVE RM 3, 21.3 DE2161'FEET (6.5 M) SOUTH SOUTHWEST OF A WITNESS POST, 2.0 FEET (0.6 M) DE2161'NORTHWEST OF A WITNESS POST. NOTE-STATION IS NOT INTERVISIBLE WITH DE2161'AZIMUTH MARK OAK GROVE AZ MK 2. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1757 *********************************************************************** DE1757 DESIGNATION - PROPHECY DE1757 PID - DE1757 DE1757 STATE/COUNTY- SC/LEXINGTON DE1757 USGS QUAD - MONETTA (1982) DE1757 DE1757 *CURRENT SURVEY CONTROL DE1757 ___________________________________________________________________ DE1757* NAD 83(1986)- 33 52 14.11208(N) 081 30 38.62219(W) ADJUSTED DE1757* NAVD 88 - 166.77 (meters) 547.1 (feet) GPS OBS DE1757 ___________________________________________________________________ DE1757 LAPLACE CORR- -2.94 (seconds) DEFLEC99 DE1757 GEOID HEIGHT- -30.46 (meters) GEOID99 DE1757 DE1757 HORZ ORDER - FIRST DE1757 DE1757.The North Carolina/South Carolina HARNS have been completed but, DE1757.due to contractual restrictions, coordinates for these stations DE1757.will NOT be published in the near future. In the interim, the DE1757.published coordinates in North and South Carolina will not be DE1757.consistent with the Continuously Operating Reference Stations DE1757.(CORS). The HARN coordinates for these stations are available DE1757.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1757.Lapine(803-896-7700). DE1757. DE1757.In addition, the published North and South Carolina positions DE1757.(NAD 83 (1986)) are NOT consistent with those determined in DE1757.adjacent state readjustments. The discontinuity between stations DE1757.located in North or South Carolina and those in adjacent states DE1757.which have been adjusted to the HARN may be as much as 5 DE1757.decimeters. This will result in a significant loss of accuracy DE1757.over lines crossing such state borders. DE1757 DE1757 DE1757.The horizontal coordinates were established by GPS observations DE1757.and adjusted by the National Geodetic Survey in February 1988. DE1757 DE1757.The orthometric height was determined by GPS observations and a DE1757.high-resolution geoid model using precise GPS observation and DE1757.processing techniques. DE1757 DE1757.The Laplace correction was computed from DEFLEC99 derived deflections. DE1757 DE1757.The geoid height was determined by GEOID99. DE1757 DE1757; North East Units Scale Converg. DE1757;SPC SC - 226,039.882 562,354.688 MT 0.99979980 -0 16 59.3 DE1757;SPC SC - 741,600.66 1,844,995.70 iFT 0.99979980 -0 16 59.3 DE1757;UTM 17 - 3,747,924.371 452,763.698 MT 0.99962751 -0 17 04.7 DE1757 DE1757 SUPERSEDED SURVEY CONTROL DE1757 DE1757 NGVD 29 - 167.3 (m) 549. (f) GPS OBS DE1757 DE1757.Superseded values are not recommended for survey control. DE1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1757.See file dsdata.txt to determine how the superseded data were derived. DE1757 DE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5276447924(NAD 83) DE1757_MARKER: DH = HORIZONTAL CONTROL DISK DE1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1757_STAMPING: PROPHECY 1985 DE1757_MARK LOGO: NGS DE1757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1757+STABILITY: SURFACE MOTION DE1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1757+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1757 DE1757 HISTORY - Date Condition Report By DE1757 HISTORY - 1985 MONUMENTED SCGS DE1757 HISTORY - 19980120 GOOD SCGS DE1757 HISTORY - 20001121 GOOD SCGS DE1757 DE1757 STATION DESCRIPTION DE1757 DE1757'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1757'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) DE1757'SOUTH OF LEESVILLE, DE1757'4.8 KM (3.0 MI) SOUTHEAST OF BATESBURG, DE1757'0.33 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 178 AND DE1757'STATE HIGHWAY 245, ON THE RIGHT-OF-WAY OF HIGHWAY 178, ADJACENT TO DE1757'LAND OWNED BY THE CHURCH OF PROPHECY. DE1757'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1757' DE1757'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 245 AND 178, GO DE1757'SOUTHEAST FOR 0.33 KM (0.2 MI) ON HIGHWAY 178 TO THE STATION ON THE DE1757'LEFT ADJACENT TO A CONCRETE BASKETBALL COURT. DE1757' DE1757'THE STATION IS A STANDARD NGS DISK DE1757'STAMPED---PROPHECY 1985---, DE1757'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1757'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1757'13.8 METERS (45.3 FT) NORTHEAST FROM THE HIGHWAY CENTER, IT IS IN DE1757'LAWN, DE1757'1.6 METERS (5.2 FT) SOUTHWEST FROM A LOW CYCLONE FENCE, DE1757'14.8 METERS (48.6 FT) NORTH FROM THE CENTER OF A 0.5 METER DE1757'RECTANGULAR CONCRETE PAD PROJECTING 5 CM, DE1757'30.4 METERS (99.7 FT) NORTH FROM A 60-CM PECAN TREE, DE1757'20.8 METERS (68.2 FT) SOUTH-SOUTHEAST FROM A T-FENCE CORNER. DE1757'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1757'STAMPED---PROPHECY 1985---, DE1757'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1757' DE1757'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1757'STAMPED---PROPHECY 1985---, DE1757'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1757'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1757'5.5 METERS (18.0 FT) NORTHEAST FROM THE ROAD CENTER, DE1757'6.0 METERS (19.7 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL 37, DE1757'6.1 METERS (20.0 FT) SOUTH FROM A UTILITY POLE WITH A YARD LIGHT, DE1757'0.7 METERS (2.3 FT) SOUTH FROM A FIBERGLASS WITNESS POST AT DE1757'HIGHWAY SIGN--BATESBURG 3--. DE1757'TO REACH THE AZIMUTH FROM THE STATION, DE1757'GO NORTHWEST FOR 0.33 KM (0.2 MI) ON HIGHWAY 178 TO THE JUNCTION OF DE1757'HIGHWAY 178 AND STATE HIGHWAY 245, DE1757'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR DE1757'0.16 KM (0.1 MI) ON HIGHWAY 178 TO THE MARK ON THE RIGHT. DE1757'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1757'STAMPED---PROPHECY 1985---, DE1757'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1757' DE1757'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1757 DE1757 STATION RECOVERY (1998) DE1757 DE1757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) DE1757'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH OF LEESVILLE, 3.0 MILES DE1757'(4.8 KM) SOUTHEAST OF BATESBURG, 16.7 MILES (26.9 KM) WEST SOUTHWEST DE1757'OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1757'191, COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION DE1757'FROM THE JUNCTION OF STATE HIGHWAY 245 AND U.S. HIGHWAY 178, 2.7 DE1757'MILES (4.3 KM) SOUTH SOUTHEAST OF BATESBURG, GO SOUTH SOUTHEAST ON DE1757'HIGHWAY 178 FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT NEAR A DE1757'CHAIN LINK FENCE LINE. STATION IS A CONCRETE POST FLUSH WITH THE DE1757'GROUND AND LEVEL WITH THE HIGHWAY, 44.7 FEET (13.6 M) NORTHEAST OF THE DE1757'CENTER OF THE HIGHWAY, 5.2 FEET (1.6 M) SOUTHWEST OF THE CHAIN LINK DE1757'FENCE LINE, 99.7 FEET (30.4 M) NORTH OF A 2.0-FOOT PECAN TREE, 56.7 DE1757'FEET (17.3 M) SOUTH SOUTHEAST OF THE SOUTH SOUTHEAST EDGE OF A DE1757'CONCRETE DRIVEWAY LEADING TO THE CHURCH OF GOD OF PROPHECY CAMP AGAPE, DE1757'5.0 FEET (1.5 M) SOUTHWEST OF A WITNESS POST. RECOVERED BY D.D. DE1757'WOODS. DE1757 DE1757 STATION RECOVERY (2000) DE1757 DE1757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1757'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1758 *********************************************************************** DE1758 DESIGNATION - PROPHECY AZ MK DE1758 PID - DE1758 DE1758 STATE/COUNTY- SC/LEXINGTON DE1758 USGS QUAD - MONETTA (1982) DE1758 DE1758 *CURRENT SURVEY CONTROL DE1758 ___________________________________________________________________ DE1758* NAD 83(1986)- 33 52 27.77450(N) 081 30 48.92498(W) ADJUSTED DE1758* NAVD 88 - 159.4 (meters) 523. (feet) VERTCON DE1758 ___________________________________________________________________ DE1758 LAPLACE CORR- -2.95 (seconds) DEFLEC99 DE1758 GEOID HEIGHT- -30.45 (meters) GEOID99 DE1758 DE1758 HORZ ORDER - SECOND DE1758 DE1758.The North Carolina/South Carolina HARNS have been completed but, DE1758.due to contractual restrictions, coordinates for these stations DE1758.will NOT be published in the near future. In the interim, the DE1758.published coordinates in North and South Carolina will not be DE1758.consistent with the Continuously Operating Reference Stations DE1758.(CORS). The HARN coordinates for these stations are available DE1758.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1758.Lapine(803-896-7700). DE1758. DE1758.In addition, the published North and South Carolina positions DE1758.(NAD 83 (1986)) are NOT consistent with those determined in DE1758.adjacent state readjustments. The discontinuity between stations DE1758.located in North or South Carolina and those in adjacent states DE1758.which have been adjusted to the HARN may be as much as 5 DE1758.decimeters. This will result in a significant loss of accuracy DE1758.over lines crossing such state borders. DE1758 DE1758 DE1758.The horizontal coordinates were established by classical geodetic methods DE1758.and adjusted by the National Geodetic Survey in February 1988. DE1758.No horizontal observational check was made to the station. DE1758 DE1758.The NAVD 88 height was computed by applying the VERTCON shift value to DE1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DE1758 DE1758.The Laplace correction was computed from DEFLEC99 derived deflections. DE1758 DE1758.The geoid height was determined by GEOID99. DE1758 DE1758; North East Units Scale Converg. DE1758;SPC SC - 226,462.059 562,092.041 MT 0.99980003 -0 17 05.0 DE1758;SPC SC - 742,985.76 1,844,133.99 iFT 0.99980003 -0 17 05.0 DE1758;UTM 17 - 3,748,346.483 452,501.107 MT 0.99962781 -0 17 10.6 DE1758 DE1758 SUPERSEDED SURVEY CONTROL DE1758 DE1758 NGVD 29 - 159.7 (m) 524. (f) VERT ANG DE1758 DE1758.Superseded values are not recommended for survey control. DE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1758.See file dsdata.txt to determine how the superseded data were derived. DE1758 DE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5250148346(NAD 83) DE1758_MARKER: DZ = AZIMUTH MARK DISK DE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1758_STAMPING: PROPHECY 1985 DE1758_MARK LOGO: NGS DE1758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1758+STABILITY: SURFACE MOTION DE1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE1758+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000 DE1758 DE1758 HISTORY - Date Condition Report By DE1758 HISTORY - 1985 MONUMENTED SCGS DE1758 HISTORY - 20001121 GOOD SCGS DE1758 DE1758 STATION DESCRIPTION DE1758 DE1758'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1758'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) DE1758'SOUTH OF LEESVILLE, DE1758'2.5 KM (1.5 MI) SOUTHEAST OF BATESBURG, DE1758'0.16 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 178 AND DE1758'STATE HIGHWAY 245, ON THE RIGHT-OF-WAY OF HIGHWAY 178. DE1758'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1758' DE1758'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 178 AND 245, GO DE1758'NORTHWEST FOR 0.16 KM (0.1 MI) ON HIGHWAY 178 TO THE STATION ON THE DE1758'RIGHT. DE1758' DE1758'THE STATION IS A STANDARD NGS DISK DE1758'STAMPED---PROPHECY 1985---, DE1758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1758'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1758'5.5 METERS (18.0 FT) NORTHEAST FROM THE ROAD CENTER, DE1758'6.0 METERS (19.7 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL 37, DE1758'6.1 METERS (20.0 FT) SOUTH FROM A UTILITY POLE WITH YARD LIGHT, DE1758'0.7 METERS (2.3 FT) SOUTH FROM A FIBERGLASS WITNESS POST AT HIGHWAY DE1758'SIGN--BATESBURG 3--. DE1758'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1758'STAMPED---PROPHECY 1985---, DE1758'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1758' DE1758'DESCRIPTIVE TEXT TYPED BY CKP. DE1758 DE1758 STATION RECOVERY (2000) DE1758 DE1758'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1758'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH OF LEESVILLE, 17.5 MILES DE1758'(28.2 KM) SOUTHEAST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1758'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1758'803-737-1350. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC1259 *********************************************************************** EC1259 DESIGNATION - RAY EC1259 PID - EC1259 EC1259 STATE/COUNTY- SC/LEXINGTON EC1259 USGS QUAD - CHAPIN (1971) EC1259 EC1259 *CURRENT SURVEY CONTROL EC1259 ___________________________________________________________________ EC1259* NAD 83(1986)- 34 08 38.50374(N) 081 19 28.21829(W) ADJUSTED EC1259* NAVD 88 - 132.29 (meters) 434.0 (feet) GPS OBS EC1259 ___________________________________________________________________ EC1259 LAPLACE CORR- -1.48 (seconds) DEFLEC99 EC1259 GEOID HEIGHT- -30.47 (meters) GEOID99 EC1259 EC1259 HORZ ORDER - FIRST EC1259 EC1259.The North Carolina/South Carolina HARNS have been completed but, EC1259.due to contractual restrictions, coordinates for these stations EC1259.will NOT be published in the near future. In the interim, the EC1259.published coordinates in North and South Carolina will not be EC1259.consistent with the Continuously Operating Reference Stations EC1259.(CORS). The HARN coordinates for these stations are available EC1259.upon request. Contact Gary Thompson(919-733-3836), or Lewis EC1259.Lapine(803-896-7700). EC1259. EC1259.In addition, the published North and South Carolina positions EC1259.(NAD 83 (1986)) are NOT consistent with those determined in EC1259.adjacent state readjustments. The discontinuity between stations EC1259.located in North or South Carolina and those in adjacent states EC1259.which have been adjusted to the HARN may be as much as 5 EC1259.decimeters. This will result in a significant loss of accuracy EC1259.over lines crossing such state borders. EC1259 EC1259 EC1259.The horizontal coordinates were established by GPS observations EC1259.and adjusted by the National Geodetic Survey in February 1988. EC1259 EC1259.The orthometric height was determined by GPS observations and a EC1259.high-resolution geoid model using precise GPS observation and EC1259.processing techniques. EC1259 EC1259.The Laplace correction was computed from DEFLEC99 derived deflections. EC1259 EC1259.The geoid height was determined by GEOID99. EC1259 EC1259; North East Units Scale Converg. EC1259;SPC SC - 256,295.306 579,676.561 MT 0.99982787 -0 10 47.7 EC1259;SPC SC - 840,863.86 1,901,825.99 iFT 0.99982787 -0 10 47.7 EC1259;UTM 17 - 3,778,173.346 470,083.272 MT 0.99961103 -0 10 55.7 EC1259 EC1259 SUPERSEDED SURVEY CONTROL EC1259 EC1259 NGVD 29 - 132.8 (m) 436. (f) GPS OBS EC1259 EC1259.Superseded values are not recommended for survey control. EC1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1259.See file dsdata.txt to determine how the superseded data were derived. EC1259 EC1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT7008378173(NAD 83) EC1259_MARKER: DH = HORIZONTAL CONTROL DISK EC1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1259_STAMPING: RAY 1985 EC1259_MARK LOGO: SCGS EC1259_PROJECTION: FLUSH EC1259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1259+STABILITY: SURFACE MOTION EC1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1259+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001 EC1259 EC1259 HISTORY - Date Condition Report By EC1259 HISTORY - 1985 MONUMENTED SCGS EC1259 HISTORY - 1985 GOOD SCGS EC1259 HISTORY - 19860127 GOOD EC1259 HISTORY - 19901219 GOOD SCGS EC1259 HISTORY - 19910125 GOOD EC1259 HISTORY - 19960220 GOOD GEOMET EC1259 HISTORY - 1998 GOOD USPSQD EC1259 HISTORY - 20011204 GOOD SCGS EC1259 EC1259 STATION DESCRIPTION EC1259 EC1259'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) EC1259'THE STATION IS LOCATED ABOUT 3.0 KM (2.0 MI) EC1259'SOUTHEAST OF CHAPIN, ON THE RIGHT-OF-WAY OF US HIGHWAY 76, AT A EC1259'RAILROAD SIDING, BETWEEN THE HIGHWAY AND A SINGLE TRACK. EC1259'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. EC1259' EC1259'TO REACH THE STATION FROM THE CHAPIN POST OFFICE ON HIGHWAY 76, GO EC1259'SOUTHEAST FOR 0.48 KM (0.3 MI) ON HIGHWAY 76 TO A STOP LIGHT EC1259'(S-32-83) CONTINUE AHEAD AND GO SOUTHEAST FOR 2.8 KM (1.7 MI) TO EC1259'A PAVED ROAD LEFT (S-32-232) AND THE AZIMUTH MARK ACROSS THE TRACKS, EC1259'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR EC1259'0.65 KM (0.4 MI) ON HIGHWAY 76 TO MELENIE DRIVE ON THE RIGHT AND EC1259'THE STATION ON THE LEFT. EC1259' EC1259'THE STATION IS A STANDARD NGS DISK EC1259'STAMPED---RAY 1985---, EC1259'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1259'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED EC1259'9.6 METERS (31.5 FT) NORTHEAST FROM THE HIGHWAY CENTER, EC1259'9.1 METERS (29.9 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE TRACK, EC1259'3.6 METERS (11.8 FT) WEST FROM A UTILITY POLE GUY, EC1259'2.3 METERS (7.5 FT) NORTHWEST FROM THE UTILITY POLE 75, EC1259'0.6 METERS (2.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST. EC1259'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1259'STAMPED---RAY 1985---, EC1259'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1259' EC1259'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EC1259'STAMPED---RAY 1985---, EC1259'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EC1259'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND. LOCATED EC1259'35.1 METERS (115.2 FT) SOUTHEAST FROM THE CENTER OF S-32-232, EC1259'13.1 METERS (43.0 FT) NORTHEAST FROM THE NORTH RAIL OF SINGLE TRACK EC1259'(ON RAILROAD RIGHT-OF-WAY), EC1259'18.3 METERS (60.0 FT) SOUTHEAST FROM A UTILITY POLE AND TELEPHONE EC1259'PEDESTAL 307/P2, EC1259'0.4 METERS (1.3 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST IN THE EC1259'RIGHT-OF-WAY FENCE. EC1259'TO REACH THE AZIMUTH FROM THE STATION, EC1259'GO NORTHWEST FOR 0.65 KM (0.4 MI) ON HIGHWAY 76 TO A PAVED ROAD EC1259'RIGHT (S-32-232) AND THE AZIMUTH MARK ACROSS THE TRACKS. EC1259'THE UNDERGROUND MARK IS A STANDARD NGS DISK EC1259'STAMPED---RAY 1985---, EC1259'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EC1259' EC1259'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. EC1259 EC1259 STATION RECOVERY (1985) EC1259 EC1259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 EC1259'RECOVERED IN GOOD CONDITION. EC1259 EC1259 STATION RECOVERY (1986) EC1259 EC1259'RECOVERED 1986 EC1259'RECOVERED IN GOOD CONDITION. EC1259 EC1259 STATION RECOVERY (1990) EC1259 EC1259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 EC1259'STATION IS LOCATED 2.1 MILES SOUTHEAST OF CHAPIN. OWNERSHIP--SCDHPT, EC1259'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC1259'803-737-1350. EC1259'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 48 (COLUMBIA EC1259'AVENUE), 51 (AMICKS FERRY ROAD) AND U.S. HIGHWAY 76 (CHAPIN ROAD) IN EC1259'CHAPIN, GO SOUTHEAST ON HIGHWAY 76 FOR 1.95 MILES TO THE JUNCTION OF EC1259'STATE ROAD 232 (CROOKED CREEK ROAD) AND A SAND ROAD (PRIMROSE LANE), EC1259'CONTINUE ON HIGHWAY 76 FOR 0.4 MILE TO THE JUNCTION OF A SAND ROAD EC1259'(MELANIE DRIVE) RIGHT AND THE STATION ON THE LEFT NEAR A POWER POLE EC1259'NUMBER 100 BETWEEN A SET OF RAILROAD TRACKS AND THE HIGHWAY. EC1259'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1259'HIGHWAY, 20.0 FEET NORTH NORTHWEST OF THE EXTENDED CENTER OF THE EC1259'ROAD, 31.5 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 30.0 EC1259'FEET WEST SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 143.5 FEET EC1259'SOUTHEAST OF A 28-INCH MAGNOLIA TREE WITH A SCGS REFERENCE WASHER EC1259'ATTACHED, 7.4 FEET NORTH NORTHWEST OF THE POWER POLE, 6.9 FEET NORTH EC1259'NORTHWEST OF A WITNESS POST. EC1259'RECOVERED BY J.R. WERNER. EC1259 EC1259 STATION RECOVERY (1991) EC1259 EC1259'RECOVERED 1991 EC1259'RECOVERED IN GOOD CONDITION. EC1259 EC1259 STATION RECOVERY (1996) EC1259 EC1259'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL) EC1259'GOOD. EC1259 EC1259 STATION RECOVERY (1998) EC1259 EC1259'RECOVERY NOTE BY US POWER SQUADRON 1998 EC1259'RECOVERED IN GOOD CONDITION. EC1259 EC1259 STATION RECOVERY (2001) EC1259 EC1259'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) EC1259'STATION IS LOCATED 2.0 MILES SOUTHEAST OF CHAPIN, 12.3 MILES NORTH EC1259'NORTHWEST OF EC1259'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX EC1259'191, COLUMBIA, SC EC1259'29202, PHONE 803-737-1350. EC1259' EC1259'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT EC1259'91) AND STATE EC1259'ROAD 48 (COLUMBIA AVENUE), 1.7 MILES EAST NORTHEAST OF CHAPIN, GO WEST EC1259'SOUTHWEST ON EC1259'ROAD 48 FOR 1.7 MILES TO THE JUNCTION OF STATE ROAD 48 (CLARK STREET), EC1259'TURN LEFT ON EC1259'ROAD 48 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD), EC1259'TURN LEFT ON EC1259'HIGHWAY 76 FOR 2.05 MILES TO THE STATION ON THE LEFT NEAR A POWER POLE EC1259'BETWEEN THE EC1259'HIGHWAY AND A SET OF RAILROAD TRACKS. EC1259' EC1259'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE EC1259'HIGHWAY, EC1259'31.6 FEET EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 30.0 FEET WEST EC1259'SOUTHWEST EC1259'OF THE WEST RAIL, 137.4 FEET SOUTH SOUTHEAST OF A RAILROAD SWITCH EC1259'INDICATOR, 19.7 EC1259'FEET NORTH NORTHWEST OF THE EXTENDED CENTER OF A GRAVEL ROAD (MELANIE EC1259'DRIVE), 7.3 EC1259'FEET NORTH NORTHWEST OF A POWER POLE NUMBER 100/1569, 6.9 FEET NORTH EC1259'NORTHWEST EC1259'OF A WITNESS POST. EC1259' EC1259'RECOVERED BY R.P. MCKEOWN. EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' EC1259' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE3197 *********************************************************************** DE3197 DESIGNATION - RIVER BLUFF DE3197 PID - DE3197 DE3197 STATE/COUNTY- SC/LEXINGTON DE3197 USGS QUAD - SOUTHWEST COLUMBIA (1982) DE3197 DE3197 *CURRENT SURVEY CONTROL DE3197 ___________________________________________________________________ DE3197* NAD 83(1986)- 33 57 36.36149(N) 081 02 15.74378(W) ADJUSTED DE3197* NAVD 88 - 41.70 (meters) 136.8 (feet) GPS OBS DE3197 ___________________________________________________________________ DE3197 LAPLACE CORR- -1.87 (seconds) DEFLEC99 DE3197 GEOID HEIGHT- -31.14 (meters) GEOID99 DE3197 DE3197 HORZ ORDER - FIRST DE3197 DE3197.The North Carolina/South Carolina HARNS have been completed but, DE3197.due to contractual restrictions, coordinates for these stations DE3197.will NOT be published in the near future. In the interim, the DE3197.published coordinates in North and South Carolina will not be DE3197.consistent with the Continuously Operating Reference Stations DE3197.(CORS). The HARN coordinates for these stations are available DE3197.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE3197.Lapine(803-896-7700). DE3197. DE3197.In addition, the published North and South Carolina positions DE3197.(NAD 83 (1986)) are NOT consistent with those determined in DE3197.adjacent state readjustments. The discontinuity between stations DE3197.located in North or South Carolina and those in adjacent states DE3197.which have been adjusted to the HARN may be as much as 5 DE3197.decimeters. This will result in a significant loss of accuracy DE3197.over lines crossing such state borders. DE3197 DE3197 DE3197.The horizontal coordinates were established by GPS observations DE3197.and adjusted by the National Geodetic Survey in August 1992. DE3197 DE3197.The orthometric height was determined by GPS observations and a DE3197.high-resolution geoid model using precise GPS observation and DE3197.processing techniques. DE3197 DE3197.The Laplace correction was computed from DEFLEC99 derived deflections. DE3197 DE3197.The geoid height was determined by GEOID99. DE3197 DE3197; North East Units Scale Converg. DE3197;SPC SC - 235,850.760 606,115.530 MT 0.99980648 -0 01 15.3 DE3197;SPC SC - 773,788.58 1,988,568.01 iFT 0.99980648 -0 01 15.3 DE3197;UTM 17 - 3,757,732.645 496,516.249 MT 0.99960015 -0 01 15.8 DE3197 DE3197 SUPERSEDED SURVEY CONTROL DE3197 DE3197 NGVD 29 - 42.0 (m) 138. (f) GPS OBS DE3197 DE3197.Superseded values are not recommended for survey control. DE3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE3197.See file dsdata.txt to determine how the superseded data were derived. DE3197 DE3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9651657733(NAD 83) DE3197_MARKER: DD = SURVEY DISK DE3197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE3197_STAMPING: RIVER BLUFF 1989 DE3197_MARK LOGO: SCGS DE3197_PROJECTION: FLUSH DE3197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE3197+STABILITY: SURFACE MOTION DE3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE3197+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2001 DE3197 DE3197 HISTORY - Date Condition Report By DE3197 HISTORY - 1989 MONUMENTED SCGS DE3197 HISTORY - 19910130 GOOD DE3197 HISTORY - 19960219 GOOD GEOMET DE3197 HISTORY - 20011205 GOOD SCGS DE3197 DE3197 STATION DESCRIPTION DE3197 DE3197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1989 DE3197'STATION IS LOCATED 1.8 MILES SOUTHEAST OF CAYCE, 2.7 MILES SOUTH OF DE3197'COLUMBIA. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE3197'191, COLUMBIA, SC 29202, PHONE 803-737-1350. DE3197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 176, 321, 21 DE3197'(CHARLESTON HIGHWAY) AND STATE HIGHWAY 2 (FRINK STREET), 1.5 MILES DE3197'SOUTHWEST OF CAYCE, GO NORTH NORTHEAST ON HIGHWAY 2 FOR 2.4 MILES TO DE3197'THE JUNCTION OF STATE ROAD 266 (TAYLOR STREET), TURN RIGHT ON ROAD DE3197'266 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 66 (NEW STATE ROAD), DE3197'TURN LEFT ON ROAD 66 FOR 1.2 MILES TO FORK IN THE ROAD, CONTINUE ON DE3197'ROAD 66 FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR THE CHURCH DE3197'SIGN IN FRONT OF THE RIVER BLUFF BAPTIST CHAPEL. DE3197'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DE3197'ROAD, 30.6 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 82.6 FEET DE3197'NORTHEAST OF THE EAST CORNER OF THE CHURCH, 7.2 FEET EAST NORTHEAST DE3197'OF THE EAST POST OF THE CHURCH SIGN, 50.4 FEET NORTHEAST OF A POWER DE3197'POLE C-15885, 62.5 FEET NORTH NORTHWEST OF A POWER POLE 277383/7G204 DE3197'WITH A SECURITY LIGHT. DE3197'NOTE-USE TALL TRIPOD SETUP FOR LESS OBSTRUCTIONS. DE3197'DESCRIBED BY T. HALL. DE3197 DE3197 STATION RECOVERY (1991) DE3197 DE3197'RECOVERED 1991 DE3197'RECOVERED IN GOOD CONDITION. DE3197 DE3197 STATION RECOVERY (1996) DE3197 DE3197'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL) DE3197'STATION 1 INCH BELOW TARGET. DE3197 DE3197 STATION RECOVERY (2001) DE3197 DE3197'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE3197'STATION IS LOCATED 2.1 MILES EAST OF CAYCE, 11.5 MILES EAST OF DE3197'LEXINGTON. DE3197'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DE3197'SC 29202, PHONE DE3197'803-737-1350. DE3197' DE3197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21, 176, 321 DE3197'(KNOX ABBOT DE3197'DRIVE) AND STATE HIGHWAY 2 (STATE STREET), 1.15 MILES EAST SOUTHEAST DE3197'OF WEST DE3197'COLUMBIA, GO SOUTH ON HIGHWAY 2 FOR 0.8 MILE TO THE JUNCTION OF STATE DE3197'ROAD 266 DE3197'(TAYLOR STREET), CONTINUE ON ROAD 266 FOR 0.4 MILE TO THE JUNCTION OF DE3197'STATE ROAD 66 DE3197'(NEW STATE ROAD), TURN LEFT ON ROAD 66 FOR 1.25 MILE TO THE STATION ON DE3197'THE RIGHT DE3197'NEAR A SIGN FOR THE RIVER BLUFF BAPTIST CHURCH. DE3197' DE3197'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE DE3197'THE ROAD, 30.7 DE3197'FEET WEST SOUTHWEST OF THE CENTER OF THE ROAD, 14.0 FEET SOUTH DE3197'SOUTHWEST OF THE DE3197'SOUTH END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE NORTH DE3197'DRIVEWAY TO THE DE3197'CHURCH, 21.2 FEET WEST NORTHWEST OF THE NORTH END OF A 1.5-FOOT DE3197'CONCRETE PIPE DE3197'CULVERT BENEATH THE SOUTH DRIVEWAY TO THE CHURCH, 3.6 FEET NORTHEAST DE3197'OF THE EAST DE3197'ONE OF TWO LEGS FOR THE SIGN, 47.2 FEET SOUTH SOUTHEAST OF A TELEPHONE DE3197'JUNCTION BOX DE3197'NUMBER 421, 82.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH. DE3197'NOTE-STATION IS UNDER REMOVABLE BRICKS AT THE NORTHEAST END OF THE DE3197'PLANTED BASE OF DE3197'THE DE3197'SIGN. DE3197' DE3197'RECOVERED BY J.B. SMOAK. DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' DE3197' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3070 *********************************************************************** EC3070 DESIGNATION - SCEG 20 EC3070 PID - EC3070 EC3070 STATE/COUNTY- SC/LEXINGTON EC3070 USGS QUAD - IRMO (1990) EC3070 EC3070 *CURRENT SURVEY CONTROL EC3070 ___________________________________________________________________ EC3070* NAD 83(1986)- 34 03 23. (N) 081 13 15. (W) SCALED EC3070* NAVD 88 - 113.455 (meters) 372.23 (feet) ADJUSTED EC3070 ___________________________________________________________________ EC3070 GEOID HEIGHT- -30.70 (meters) GEOID99 EC3070 DYNAMIC HT - 113.340 (meters) 371.85 (feet) COMP EC3070 MODELED GRAV- 979,624.9 (mgal) NAVD 88 EC3070 EC3070 VERT ORDER - FIRST CLASS II EC3070 EC3070.The horizontal coordinates were scaled from a topographic map and have EC3070.an estimated accuracy of +/- 6 seconds. EC3070 EC3070.The orthometric height was determined by differential leveling EC3070.and adjusted by the National Geodetic Survey in March 1994. EC3070 EC3070.The geoid height was determined by GEOID99. EC3070 EC3070.The dynamic height is computed by dividing the NAVD 88 EC3070.geopotential number by the normal gravity value computed on the EC3070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3070.degrees latitude (g = 980.6199 gals.). EC3070 EC3070.The modeled gravity was interpolated from observed gravity values. EC3070 EC3070; North East Units Estimated Accuracy EC3070;SPC SC - 246,550. 589,220. MT (+/- 180 meters Scaled) EC3070 EC3070 SUPERSEDED SURVEY CONTROL EC3070 EC3070.No superseded survey control is available for this station. EC3070 EC3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT796684(NAD 83) EC3070_MARKER: DD = SURVEY DISK EC3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3070_STAMPING: SCE+G 20 1993 EC3070_MARK LOGO: SCE+G EC3070_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3070+STABILITY: SURFACE MOTION EC3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3070+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3070 EC3070 HISTORY - Date Condition Report By EC3070 HISTORY - 1993 MONUMENTED SCE+G EC3070 HISTORY - 19930301 GOOD SCGS EC3070 HISTORY - 1998 GOOD USPSQD EC3070 HISTORY - 20000612 GOOD SCGS EC3070 EC3070 STATION DESCRIPTION EC3070 EC3070'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3070'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHWEST OF IRMO. EC3070'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC3070'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC3070'JUNCTION OF STATE HIGHWAYS 6 (NORTH LAKE DRIVE) AND 60 (NEWBERRY EC3070'AVENUE), 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 EC3070'FOR 0.15 MILE (0.24 KM) TO THE STONE ENTRANCEWAY TO THE SALUDA RIVER EC3070'DAM, CONTINUE ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO THE STATION ON EC3070'THE LEFT IN AN IRON ACCESS COVER FLUSH WITH THE PAVEMENT. STATION IS EC3070'A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) EC3070'BELOW THE HIGHWAY, 15.2 FEET (4.6 M) EAST OF THE CENTER OF THE EC3070'HIGHWAY, 15.2 FEET (4.6 M) SOUTH OF A 0.2 FOOT (6.1 CM) IRON PIPE EC3070'PROJECING 3.0 FEET (0.9 M) WITH A COVER NUMBER 3, 1.5 FEET (0.5 M) EC3070'WEST OF THE WEST FACE OF THE GUARDRAIL, 3.3 FEET (1.0 M) WEST OF A EC3070'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. EC3070 EC3070 STATION RECOVERY (1998) EC3070 EC3070'RECOVERY NOTE BY US POWER SQUADRON 1998 EC3070'RECOVERED IN GOOD CONDITION. EC3070 EC3070 STATION RECOVERY (2000) EC3070 EC3070'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3070'STATION IS LOCATED 2.9 MILES (4.7 KM) SOUTHWEST OF IRMO, 5.3 MILES EC3070'(8.5 KM) NORTH OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF EC3070'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3070'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3070'HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 AND 6 (NORTH LAKE DRIVE) AND STATE EC3070'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC3070'SOUTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STONE ENTRANCE WAY EC3070'TO THE LAKE MURRAY DAM, CONTINUE ON HIGHWAY 6 FOR 0.4 MILE (0.6 KM) TO EC3070'THE STATION ON THE LEFT IN AN IRON ACCESS COVER. STATION IS A CONCRETE EC3070'POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE EC3070'HIGHWAY, 15.0 FEET (4.6 M) EAST OF THE CENTER OF THE HIGHWAY, 15.0 EC3070'FEET (4.6 M) SOUTH OF A 0.2-FOOT IRON PIPE PROJECTING 3.0 FEET (0.9 M) EC3070'WITH A PVC COVER NUMBER 3, 1.6 FEET (0.5 M) WEST OF THE WEST FACE OF EC3070'THE GUARDRAIL, 3.3 FEET (1.0 M) WEST OF A WITNESS POST. RECOVERED BY EC3070'J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3069 *********************************************************************** EC3069 DESIGNATION - SCEG 40 EC3069 PID - EC3069 EC3069 STATE/COUNTY- SC/LEXINGTON EC3069 USGS QUAD - IRMO (1990) EC3069 EC3069 *CURRENT SURVEY CONTROL EC3069 ___________________________________________________________________ EC3069* NAD 83(1986)- 34 03 06. (N) 081 13 05. (W) SCALED EC3069* NAVD 88 - 113.527 (meters) 372.46 (feet) ADJUSTED EC3069 ___________________________________________________________________ EC3069 GEOID HEIGHT- -30.71 (meters) GEOID99 EC3069 DYNAMIC HT - 113.412 (meters) 372.09 (feet) COMP EC3069 MODELED GRAV- 979,623.7 (mgal) NAVD 88 EC3069 EC3069 VERT ORDER - FIRST CLASS II EC3069 EC3069.The horizontal coordinates were scaled from a topographic map and have EC3069.an estimated accuracy of +/- 6 seconds. EC3069 EC3069.The orthometric height was determined by differential leveling EC3069.and adjusted by the National Geodetic Survey in March 1994. EC3069 EC3069.The geoid height was determined by GEOID99. EC3069 EC3069.The dynamic height is computed by dividing the NAVD 88 EC3069.geopotential number by the normal gravity value computed on the EC3069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3069.degrees latitude (g = 980.6199 gals.). EC3069 EC3069.The modeled gravity was interpolated from observed gravity values. EC3069 EC3069; North East Units Estimated Accuracy EC3069;SPC SC - 246,030. 589,470. MT (+/- 180 meters Scaled) EC3069 EC3069 SUPERSEDED SURVEY CONTROL EC3069 EC3069.No superseded survey control is available for this station. EC3069 EC3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT798679(NAD 83) EC3069_MARKER: DD = SURVEY DISK EC3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3069_STAMPING: SCE+G 40 1993 EC3069_MARK LOGO: SCE+G EC3069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3069+STABILITY: SURFACE MOTION EC3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3069+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3069 EC3069 HISTORY - Date Condition Report By EC3069 HISTORY - 1993 MONUMENTED SCE+G EC3069 HISTORY - 19930301 GOOD SCGS EC3069 HISTORY - 1998 GOOD USPSQD EC3069 HISTORY - 20000612 GOOD SCGS EC3069 EC3069 STATION DESCRIPTION EC3069 EC3069'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3069'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHWEST OF IRMO, 5.0 MILES EC3069'(8.0 KM) NORTHEAST OF LEXINGTON. OWNERSHIP--SCDHPT, DIRECTOR OF EC3069'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3069'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3069'HIGHWAYS 6 (NORTH LAKE DRIVE) AND 60 (NEWBERRY AVENUE), 2.6 MILES EC3069'(4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 0.15 MILE EC3069'(0.24 KM) TO THE STONE ENTRANCEWAY TO THE SALUDA RIVER DAM, CONTINUE EC3069'ON HIGHWAY 6 FOR 0.75 MILE (1.21 KM) TO THE STATION ON THE LEFT IN AN EC3069'IRON ACCESS COVER IN THE PAVEMENT. STATION IS A CONCRETE POST EC3069'RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, EC3069'14.0 FEET (4.3 M) EAST NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.4 EC3069'FEET (0.7 M) WEST SOUTHWEST OF THE FACE OF THE GUARDRAIL, 108.8 FEET EC3069'(33.2 M) SOUTH SOUTHEAST OF A POWER POLE NUMBER 357608, 92.9 FEET EC3069'(28.3 M) SOUTHEAST OF THE EAST CORNER OF A CONCRETE RETAINING WALL AT EC3069'THE SOUTH GUY CABLE FOR A CABLE CAR PLATFORM, 5.2 FEET (1.6 M) WEST EC3069'NORTHWEST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. EC3069 EC3069 STATION RECOVERY (1998) EC3069 EC3069'RECOVERY NOTE BY US POWER SQUADRON 1998 EC3069'RECOVERED IN GOOD CONDITION. EC3069 EC3069 STATION RECOVERY (2000) EC3069 EC3069'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3069'STATION IS LOCATED 3.1 MILES (5.0 KM) SOUTHWEST OF IRMO, 5.0 MILES EC3069'(8.0 KM) NORTHEAST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF EC3069'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3069'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3069'HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 AND 6 (NORTH LAKE DRIVE) AND STATE EC3069'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC3069'SOUTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STONE ENTRANCE WAY EC3069'TO THE LAKE MURRAY DAM, CONTINUE ON HIGHWAY 6 FOR 0.75 MILE (1.21 KM) EC3069'TO THE STATION ON THE LEFT IN AN IRON ACCESS COVER. STATION IS A EC3069'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW EC3069'THE HIGHWAY, 13.9 FEET (4.2 M) EAST NORTHEAST OF THE CENTER OF THE EC3069'HIGHWAY, 2.4 FEET (0.7 M) WEST OF THE WEST FACE OF THE GUARDRAIL, EC3069'108.8 FEET (33.2 M) SOUTH OF A POWER POLE NUMBER 357608, 5.4 FEET (1.6 EC3069'M) NORTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 EC3067 *********************************************************************** EC3067 DESIGNATION - SCEG 60 EC3067 PID - EC3067 EC3067 STATE/COUNTY- SC/LEXINGTON EC3067 USGS QUAD - IRMO (1990) EC3067 EC3067 *CURRENT SURVEY CONTROL EC3067 ___________________________________________________________________ EC3067* NAD 83(1986)- 34 02 46. (N) 081 13 00. (W) SCALED EC3067* NAVD 88 - 113.652 (meters) 372.87 (feet) ADJUSTED EC3067 ___________________________________________________________________ EC3067 GEOID HEIGHT- -30.72 (meters) GEOID99 EC3067 DYNAMIC HT - 113.537 (meters) 372.50 (feet) COMP EC3067 MODELED GRAV- 979,622.2 (mgal) NAVD 88 EC3067 EC3067 VERT ORDER - FIRST CLASS II EC3067 EC3067.The horizontal coordinates were scaled from a topographic map and have EC3067.an estimated accuracy of +/- 6 seconds. EC3067 EC3067.The orthometric height was determined by differential leveling EC3067.and adjusted by the National Geodetic Survey in March 1994. EC3067 EC3067.The geoid height was determined by GEOID99. EC3067 EC3067.The dynamic height is computed by dividing the NAVD 88 EC3067.geopotential number by the normal gravity value computed on the EC3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC3067.degrees latitude (g = 980.6199 gals.). EC3067 EC3067.The modeled gravity was interpolated from observed gravity values. EC3067 EC3067; North East Units Estimated Accuracy EC3067;SPC SC - 245,410. 589,600. MT (+/- 180 meters Scaled) EC3067 EC3067 SUPERSEDED SURVEY CONTROL EC3067 EC3067.No superseded survey control is available for this station. EC3067 EC3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT800672(NAD 83) EC3067_MARKER: DD = SURVEY DISK EC3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC3067_STAMPING: SCE+G 60 1993 EC3067_MARK LOGO: SCE+G EC3067_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC3067+STABILITY: SURFACE MOTION EC3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC3067+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000 EC3067 EC3067 HISTORY - Date Condition Report By EC3067 HISTORY - 1993 MONUMENTED SCE+G EC3067 HISTORY - 19930301 GOOD SCGS EC3067 HISTORY - 1998 GOOD USPSQD EC3067 HISTORY - 20000612 GOOD SCGS EC3067 EC3067 STATION DESCRIPTION EC3067 EC3067'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC3067'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHWEST OF IRMO, 4.65 MILES EC3067'(7.48 KM) NORTH NORTHEAST OF LEXINGTON. OWNERSHIP--SCDHPT, DIRECTOR EC3067'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3067'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3067'HIGHWAYS 6 (NORTH LAKE DRIVE) AND 60 (NEWBERRY AVENUE), 2.6 MILES EC3067'(4.2 KM) SOUTHWEST OF IRMO, GO SOUTH ON HIGHWAY 6 FOR 0.15 MILE EC3067'(0.24 KM) TO THE STATION ON THE LEFT IN AN IRON ACCESS COVER FLUSH EC3067'WITH THE PAVEMENT. STATION IS A CONCRETE POST RECESSED 0.5 FOOT EC3067'(15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 14.3 FEET EC3067'(4.4 M) EAST OF THE CENTER OF THE HIGHWAY, 1.9 FEET (0.6 M) WEST OF EC3067'THE WEST FACE OF THE GUARDRAIL, 4.6 FEET (1.4 M) NORTHWEST OF A EC3067'WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. EC3067 EC3067 STATION RECOVERY (1998) EC3067 EC3067'RECOVERY NOTE BY US POWER SQUADRON 1998 EC3067'RECOVERED IN GOOD CONDITION. EC3067 EC3067 STATION RECOVERY (2000) EC3067 EC3067'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) EC3067'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTHWEST OF IRMO, 4.65 MILES EC3067'(7.48 KM) NORTHEAST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF EC3067'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC3067'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE EC3067'HIGHWAYS 60 (LAKE MURRAY BOULEVARD0 AND 6 (NORTH LAKE DRIVE) AND STATE EC3067'ROAD 107 (BUSH RIVER ROAD) , 2.6 MILES (4.2 KM) SOUTHWEST OF IRMO, GO EC3067'SOUTH ON HIGHWAY 6 FOR 0.15 MILE (0.24 KM) TO THE STONE ENTRANCE WAY EC3067'TO THE LAKE MURRAY DAM, CONTINUE ON HIGHWAY 6 FOR 1.15 MILES (1.85 KM) EC3067'TO THE STATION ON THE LEFT IN AN IRON ACCESS COVER. STATION IS A EC3067'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW EC3067'THE HIGHWAY, 14.5 FEET (4.4 M) EAST OF THE CENTER OF THE HIGHWAY, 1.9 EC3067'FEET (0.6 M) WEST OF THE WEST FACE OF THE GUARD RAIL, 4.5 FEET (1.4 M) EC3067'NORTHWEST OF A WITNESS POST. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE0436 *********************************************************************** DE0436 DESIGNATION - T 52 DE0436 PID - DE0436 DE0436 STATE/COUNTY- SC/LEXINGTON DE0436 USGS QUAD - LEXINGTON (1987) DE0436 DE0436 *CURRENT SURVEY CONTROL DE0436 ___________________________________________________________________ DE0436* NAD 83(1986)- 33 58 01. (N) 081 14 02. (W) SCALED DE0436* NAVD 88 - 109.339 (meters) 358.72 (feet) ADJUSTED DE0436 ___________________________________________________________________ DE0436 GEOID HEIGHT- -30.83 (meters) GEOID99 DE0436 DYNAMIC HT - 109.227 (meters) 358.36 (feet) COMP DE0436 MODELED GRAV- 979,603.8 (mgal) NAVD 88 DE0436 DE0436 VERT ORDER - FIRST CLASS II DE0436 DE0436.The horizontal coordinates were scaled from a topographic map and have DE0436.an estimated accuracy of +/- 6 seconds. DE0436 DE0436.The orthometric height was determined by differential leveling DE0436.and adjusted by the National Geodetic Survey in March 1994. DE0436 DE0436.The geoid height was determined by GEOID99. DE0436 DE0436.The dynamic height is computed by dividing the NAVD 88 DE0436.geopotential number by the normal gravity value computed on the DE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE0436.degrees latitude (g = 980.6199 gals.). DE0436 DE0436.The modeled gravity was interpolated from observed gravity values. DE0436 DE0436; North East Units Estimated Accuracy DE0436;SPC SC - 236,630. 587,990. MT (+/- 180 meters Scaled) DE0436 DE0436 SUPERSEDED SURVEY CONTROL DE0436 DE0436 NGVD 29 - 109.587 (m) 359.54 (f) ADJ UNCH 1 2 DE0436 DE0436.Superseded values are not recommended for survey control. DE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE0436.See file dsdata.txt to determine how the superseded data were derived. DE0436 DE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT783585(NAD 83) DE0436_MARKER: DB = BENCH MARK DISK DE0436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DE0436_STAMPING: T 52 1960 DE0436_MARK LOGO: CGS DE0436_PROJECTION: FLUSH DE0436_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE0436+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000 DE0436_ROD/PIPE-DEPTH: 9.75 meters DE0436 DE0436 HISTORY - Date Condition Report By DE0436 HISTORY - 1960 MONUMENTED CGS DE0436 HISTORY - 1978 GOOD NGS DE0436 HISTORY - 19921130 GOOD SCGS DE0436 HISTORY - 19950925 GOOD SCGS DE0436 HISTORY - 20000613 GOOD SCGS DE0436 DE0436 STATION DESCRIPTION DE0436 DE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE0436'AT LEXINGTON. DE0436'AT LEXINGTON, ALONG THE SOUTHERN RAILWAY, AT THE CROSSING OF STATE DE0436'HIGHWAY 6, 0.15 MILE NORTHEAST OF MILEPOST 121, 68 FEET NORTHWEST DE0436'OF AND ACROSS A SIDE TRACK FROM THE NORTHWEST RAIL OF MAIN TRACK, DE0436'26 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 84 FEET WEST OF THE DE0436'CENTER LINE OF CROSSING OF HIGHWAY AND MAIN TRACK, 78 FEET NORTHEAST DE0436'OF THE NORTH CORNER OF THE SOUTHERN RAILWAY STATION, 3 1/2 FEET DE0436'NORTH OF THE FIRST POWER LINE POLE NORTHWEST OF THE TRACK, 3 FEET DE0436'SOUTH-SOUTHWEST OF THE FIRST TELEPHONE POLE NORTHWEST OF THE TRACK, DE0436'1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE DE0436'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND IS A DISK DE0436'ON COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A DE0436'6-INCH TILE WHICH PROJECTS 3 INCHES. THE ROD WAS DRIVEN TO A DE0436'DEPTH OF 32 FT. DE0436 DE0436 STATION RECOVERY (1978) DE0436 DE0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DE0436'ADD-3.1 FT. EAST OF POWER POLE 54. DE0436 DE0436 STATION RECOVERY (1992) DE0436 DE0436'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 DE0436'RECOVERED IN GOOD CONDITION. DE0436 DE0436 STATION RECOVERY (1995) DE0436 DE0436'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DE0436'STATION IS LOCATED 1.O MI SOUTH OF LEXINGTON. OWNERSHIP-- SCDOT, DE0436'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC, PHONE DE0436'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY DE0436'1 (MAIN STREET) AND STATE HIGHWAY 6 (LAKE DRIVE) IN LEXINGTON, GO DE0436'SOUTH-SOUTHWEST ON HIGHWAY 6 FOR 1.0 MI (1.6 KM) TO A RAILROAD DE0436'CROSSING AND THE STATION NEAR A POWER POLE IN THE WEST ANGLE OF DE0436'CROSSING AND EQUIPPED WITH ACCESS COVER. THE DISK IS FLUSH WITH DE0436'ACCESS COVER. STATION IS 0.1 FT (3.0 CM) LOWER THAN THE HIGHWAY, 79.8 DE0436'FEET (24.3 M) SOUTHWEST OF THE WEST CORNER OF AN OLD BRICK BUILDING DE0436'ACROSS HIGHWAY, 68.4 FEET (20.8 M) NORTH-NORTHWEST OF NORTHWEST RAIL DE0436'OF RAILROAD TRACKS, 26.5 FEET (8.1 M) SOUTHWEST OF THE CENTER OF THE DE0436'HIGHWAY, 3.7 FEET (1.1 M) WEST OF AN SOUTH CAROLINA ELECTRIC AND GAS DE0436'PIPELINE MARKER POST, 3.1 FEET (0.9 M) EAST OF POWER LINE POLE DE0436'4000/021 WITH TRANSFORMER, AND 1.6 FEET (0.5 M) SOUTHWEST OF A WITNESS DE0436'POST. RECOVERED BY C.E. GEOGHEGAN. DE0436 DE0436 STATION RECOVERY (2000) DE0436 DE0436'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE0436'STATION IS LOCATED 1.0 MILE (1.6 KM) SOUTH OF LEXINGTON. DE0436'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, DE0436'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE DE0436'JUNCTION OVERPASS OF INTERSTATE 20 AND STATE HIGHWAY 6 (EXIT 55) , 2.0 DE0436'MILES (3.2 KM) SOUTH OF LEXINGTON, GO NORTH ON HIGHWAY 6 FOR 0.7 MILE DE0436'(1.1 KM) TO THE STATION ON THE LEFT NEAR A POWER POLE IN THE WEST DE0436'ANGLE OF A RAILROAD CROSSING. STATION IS A CONCRETE POST FLUSH WITH DE0436'THE GROUND AND LEVEL WITH THE HIGHWAY, 26.5 FEET (8.1 M) SOUTHWEST OF DE0436'THE CENTER OF THE HIGHWAY, 3.0 FEET (0.9 M) EAST NORTHEAST OF THE DE0436'POWER POLE 370030/54/4000/021 WITH A TRANSFORMER, 68.2 FEET (20.8 M) DE0436'NORTH NORTHWEST OF THE NORTH RAIL OF THE TRACKS, 4.0 FEET (1.2 M) WEST DE0436'OF A CONCRETE GAS PIPE LINE MARKER PROJECTING 3.5 FEET, (1.1 M) 13.8 DE0436'FEET (4.2 M) WEST OF THE WEST CORNER OF AN IRON STORM DRAIN GRATE, 1.5 DE0436'FEET (0.5 M) WEST SOUTHWEST OF A WITNESS POST. RECOVERED BY J.B. DE0436'SMOAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1776 *********************************************************************** DE1776 DESIGNATION - VEE DE1776 PID - DE1776 DE1776 STATE/COUNTY- SC/LEXINGTON DE1776 USGS QUAD - SOUTHWEST COLUMBIA (1982) DE1776 DE1776 *CURRENT SURVEY CONTROL DE1776 ___________________________________________________________________ DE1776* NAD 83(1986)- 33 52 55.64967(N) 081 04 08.33907(W) ADJUSTED DE1776* NAVD 88 - 73.11 (meters) 239.9 (feet) GPS OBS DE1776 ___________________________________________________________________ DE1776 LAPLACE CORR- -2.15 (seconds) DEFLEC99 DE1776 GEOID HEIGHT- -31.15 (meters) GEOID99 DE1776 DE1776 HORZ ORDER - FIRST DE1776 DE1776.The North Carolina/South Carolina HARNS have been completed but, DE1776.due to contractual restrictions, coordinates for these stations DE1776.will NOT be published in the near future. In the interim, the DE1776.published coordinates in North and South Carolina will not be DE1776.consistent with the Continuously Operating Reference Stations DE1776.(CORS). The HARN coordinates for these stations are available DE1776.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE1776.Lapine(803-896-7700). DE1776. DE1776.In addition, the published North and South Carolina positions DE1776.(NAD 83 (1986)) are NOT consistent with those determined in DE1776.adjacent state readjustments. The discontinuity between stations DE1776.located in North or South Carolina and those in adjacent states DE1776.which have been adjusted to the HARN may be as much as 5 DE1776.decimeters. This will result in a significant loss of accuracy DE1776.over lines crossing such state borders. DE1776 DE1776 DE1776.The horizontal coordinates were established by GPS observations DE1776.and adjusted by the National Geodetic Survey in February 1988. DE1776 DE1776.The orthometric height was determined by GPS observations and a DE1776.high-resolution geoid model using precise GPS observation and DE1776.processing techniques. DE1776 DE1776.The Laplace correction was computed from DEFLEC99 derived deflections. DE1776 DE1776.The geoid height was determined by GEOID99. DE1776 DE1776; North East Units Scale Converg. DE1776;SPC SC - 227,204.836 603,219.498 MT 0.99980052 -0 02 17.7 DE1776;SPC SC - 745,422.69 1,979,066.59 iFT 0.99980052 -0 02 17.7 DE1776;UTM 17 - 3,749,088.487 493,620.776 MT 0.99960050 -0 02 18.4 DE1776 DE1776 SUPERSEDED SURVEY CONTROL DE1776 DE1776 NGVD 29 - 73.5 (m) 241. (f) GPS OBS DE1776 DE1776.Superseded values are not recommended for survey control. DE1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1776.See file dsdata.txt to determine how the superseded data were derived. DE1776 DE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9362149088(NAD 83) DE1776_MARKER: DH = HORIZONTAL CONTROL DISK DE1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1776_STAMPING: VEE 1985 DE1776_MARK LOGO: SCGS DE1776_PROJECTION: FLUSH DE1776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1776+STABILITY: SURFACE MOTION DE1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1776+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001 DE1776 DE1776 HISTORY - Date Condition Report By DE1776 HISTORY - 1985 MONUMENTED SCGS DE1776 HISTORY - 1985 GOOD SCGS DE1776 HISTORY - 19860203 GOOD DE1776 HISTORY - 19901213 GOOD SCGS DE1776 HISTORY - 19910130 GOOD DE1776 HISTORY - 19960211 GOOD GEOMET DE1776 HISTORY - 19970723 GOOD SCGS DE1776 HISTORY - 20011128 GOOD SCGS DE1776 DE1776 STATION DESCRIPTION DE1776 DE1776'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1776'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) DE1776'NORTH-NORTHEAST OF GASTON, DE1776'4.8 KM (3.0 MI) SOUTHEAST OF PINERIDGE, DE1776'1.6 KM (1.0 MI) SOUTHWEST OF THE JUNCTION OF US HIGHWAYS 21, 176 DE1776'AND 321, IN THE MEDIAN OF US HIGHWAY 321. DE1776'OWNERSHIP--SOUTH CAROLINA DEPARTMENT OF HIGHWAYS. DE1776' DE1776'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 21, 176 AND 321, GO DE1776'SOUTH FOR 0.53 KM (0.3 MI) ON HIGHWAY 321 TO THE AZIMUTH MARK ON DE1776'THE RIGHT, DE1776'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.93 KM (0.55 MI) ON DE1776'HIGHWAY 321 TO THE BEGINNING OF THE GRASS MEDIAN, DE1776'AND STATION ON THE LEFT. DE1776' DE1776'THE STATION IS A STANDARD NGS DISK DE1776'STAMPED---VEE 1985---, DE1776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1776'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1776'25.5 METERS (83.7 FT) NORTHEAST FROM THE CROSSOVER CENTER, DE1776'13.5 METERS (44.3 FT) SOUTHEAST FROM THE SOUTHBOUND CENTERLINE, DE1776'18.5 METERS (60.7 FT) NORTHWEST FROM THE NORTHBOUND CENTERLINE, DE1776'2.0 METERS (6.6 FT) LOWER THAN THE NORTHBOUND CENTERLINE, DE1776'0.5 METERS (1.6 FT) WEST FROM A FIBERGLASS WITNESS POST, DE1776'18.5 METERS (60.7 FT) SOUTH FROM A VEE FORMED BY CONCRETE DRAIN DE1776'DITCHES. DE1776'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1776'STAMPED---VEE 1985---, DE1776'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1776' DE1776'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1776'STAMPED---VEE 1985---, DE1776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1776'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND. LOCATED DE1776'13.7 METERS (44.9 FT) NORTHWEST FROM THE CENTER OF THE SOUTHBOUND DE1776'LANES, DE1776'3.2 METERS (10.5 FT) NORTHWEST FROM A UTILITY POLE GUY, DE1776'0.9 METERS (3.0 FT) SOUTHEAST FROM A UTILITY POLE 143174, DE1776'0.5 METERS (1.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST, DE1776'1.4 METERS (4.6 FT) SOUTHWEST FROM A CONCRETE RIGHT-OF-WAY POST. DE1776'TO REACH THE AZIMUTH FROM THE STATION, DE1776'GO NORTH FOR 0.93 KM (0.55 MI) ON HIGHWAY 321 TO THE AZIMUTH MARK DE1776'ON THE LEFT. DE1776'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1776'STAMPED---VEE 1985---, DE1776'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1776' DE1776'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION. DE1776 DE1776 STATION RECOVERY (1985) DE1776 DE1776'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 DE1776'RECOVERED IN GOOD CONDITION. DE1776 DE1776 STATION RECOVERY (1986) DE1776 DE1776'RECOVERED 1986 DE1776'RECOVERED IN GOOD CONDITION. DE1776 DE1776 STATION RECOVERY (1990) DE1776 DE1776'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1990 DE1776'STATION IS LOCATED 8.0 MILES SOUTH OF COLUMBIA, 2.8 MILES SOUTHEAST OF DE1776'PINERIDGE. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1776'191, COLUMBIA, SC 29202, PHONE 803-737-1350. DE1776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 321, 176 AND DE1776'21 (2.6 MILES EAST SOUTHEAST OF PINERIDGE), GO SOUTH SOUTHWEST ON DE1776'HIGHWAY 321 FOR 1.05 MILES TO THE STATION ON THE LEFT IN THE VEE OF DE1776'TWO CONCRETE DRAINAGE DITCHES AT A CROSSOVER ROAD. DE1776'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW DE1776'HIGHWAY 321 SOUTH, 44.2 SOUTHEAST OF THE CENTER OF THE SOUTHBOUND DE1776'LANES OF THE HIGHWAY, 60.7 FEET WEST OF THE CENTER OF THE NORTHBOUND DE1776'LANES OF THE HIGHWAY, 82.8 FEET NORTH NORTHEAST OF THE CENTER OF THE DE1776'CROSSOVER ROAD, 55.4 FEET NORTHEAST OF THE NORTH END OF A 12-INCH DE1776'CONCRETE PIPE CULVERT BENEATH THE CROSSOVER ROAD, 78.8 FEET SOUTH DE1776'SOUTHWEST OF A TELEPHONE JUNCTION BOX SUPPORT POST WITH A SCGS DE1776'REFERENCE WASHER ATTACHED, 30.0 FEET SOUTH OF A WITNESS POST. DE1776'RECOVERED BY J.R. WERNER. DE1776 DE1776 STATION RECOVERY (1991) DE1776 DE1776'RECOVERED 1991 DE1776'RECOVERED IN GOOD CONDITION. DE1776 DE1776 STATION RECOVERY (1996) DE1776 DE1776'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (JL) DE1776'GOOD. DE1776 DE1776 STATION RECOVERY (1997) DE1776 DE1776'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DE1776'RECOVERED AS DESCRIBED. DE1776 DE1776 STATION RECOVERY (2001) DE1776 DE1776'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) DE1776'STATION IS LOCATED 2.8 MILES SOUTHEAST OF PINERIDGE, 11.8 MILES DE1776'SOUTHEAST OF DE1776'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1776'191, COLUMBIA, SC DE1776'29202, PHONE 803-737-1350. DE1776' DE1776'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS 321, 176 DE1776'AND 21, 2.6 MILES DE1776'EAST SOUTHEAST OF PINERIDGE, GO SOUTH ON HIGHWAY 321 FOR 1.05 MILES TO DE1776'THE STATION ON DE1776'THE LEFT IN THE VEE OF TWO CONCRETE DRAINAGE DITCHES AT A CROSSOVER DE1776'ROAD. DE1776' DE1776'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT BELOW DE1776'THE DE1776'SOUTHBOUND LANES OF THE HIGHWAY, 45.0 FEET SOUTHEAST OF THE CENTER OF DE1776'THE DE1776'SOUTHBOUND LANES OF THE HIGHWAY, 61.0 FEET WEST NORTHWEST OF THE DE1776'CENTER OF THE DE1776'NORTHBOUND LANES OF THE HIGHWAY, 87.4 FEET NORTH NORTHEAST OF THE DE1776'CENTER OF THE DE1776'CROSSOVER ROAD, 56.0 FEET NORTHEAST OF THE NORTHEAST END OF A 2.0-FOOT DE1776'CONCRETE DE1776'PIPE CULVERT BENEATH THE CROSSOVER ROAD, 78.6 FEET SOUTH SOUTHWEST OF DE1776'A DE1776'TELEPHONE JUNCTION BOX SUPPORT POST WITH A SCGS REFERENCE WASHER DE1776'ATTACHED, DE1776'12.5 FEET EAST SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER PROJECTING DE1776'1.0-FOOT, 2.6 DE1776'FEET NORTHWEST OF A WITNESS POST. DE1776' DE1776'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK VEE AZ MK. DE1776' DE1776'RECOVERED BY J.B. SMOAK. DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' DE1776' 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE1389 *********************************************************************** DE1389 DESIGNATION - X 136 DE1389 PID - DE1389 DE1389 STATE/COUNTY- SC/LEXINGTON DE1389 USGS QUAD - LEXINGTON (1987) DE1389 DE1389 *CURRENT SURVEY CONTROL DE1389 ___________________________________________________________________ DE1389* NAD 83(1986)- 33 58 43. (N) 081 11 44. (W) SCALED DE1389* NAVD 88 - 110.784 (meters) 363.46 (feet) ADJUSTED DE1389 ___________________________________________________________________ DE1389 GEOID HEIGHT- -30.87 (meters) GEOID99 DE1389 DYNAMIC HT - 110.670 (meters) 363.09 (feet) COMP DE1389 MODELED GRAV- 979,605.2 (mgal) NAVD 88 DE1389 DE1389 VERT ORDER - FIRST CLASS II DE1389 DE1389.The horizontal coordinates were scaled from a topographic map and have DE1389.an estimated accuracy of +/- 6 seconds. DE1389 DE1389.The orthometric height was determined by differential leveling DE1389.and adjusted by the National Geodetic Survey in June 1991. DE1389 DE1389.The geoid height was determined by GEOID99. DE1389 DE1389.The dynamic height is computed by dividing the NAVD 88 DE1389.geopotential number by the normal gravity value computed on the DE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1389.degrees latitude (g = 980.6199 gals.). DE1389 DE1389.The modeled gravity was interpolated from observed gravity values. DE1389 DE1389; North East Units Estimated Accuracy DE1389;SPC SC - 237,920. 591,530. MT (+/- 180 meters Scaled) DE1389 DE1389 SUPERSEDED SURVEY CONTROL DE1389 DE1389.No superseded survey control is available for this station. DE1389 DE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT819598(NAD 83) DE1389_MARKER: DV = VERTICAL CONTROL DISK DE1389_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) DE1389_STAMPING: X 136 1979 DE1389_MARK LOGO: NGS DE1389_PROJECTION: FLUSH DE1389_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DE1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1389+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000 DE1389_ROD/PIPE-DEPTH: 4.88 meters DE1389 DE1389 HISTORY - Date Condition Report By DE1389 HISTORY - 1979 MONUMENTED NGS DE1389 HISTORY - 19930222 GOOD SCGS DE1389 HISTORY - 20000602 GOOD SCGS DE1389 DE1389 STATION DESCRIPTION DE1389 DE1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DE1389'2.9 MI EAST FROM LEXINGTON. DE1389'1.85 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT DE1389'LEXINGTON. THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, THENCE 0.65 DE1389'MILE EAST ALONG U.S. HIGHWAY 1, AT THE NORTHWEST CORNER OF AN DE1389'OVERPASS OVER INTERSTATE 20, 35.0 FT. NORTHEAST OF THE DE1389'NORTH END OF THE CONCRETE WING WALL TO THE OVERPASS, 56.0 FT. WEST OF DE1389'THE WEST GUARD RAIL OF THE WESTBOUND LANE OF THE INTERSTATE, 5.0 FT. DE1389'SOUTH OF POWER POLE 6114. THE DISK IS 3 INCHES BELOW GROUND, ACCESS TO DE1389'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. DE1389'THE MARK IS 1 FT S FROM A WITNESS POST. DE1389 DE1389 STATION RECOVERY (1993) DE1389 DE1389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 DE1389'RECOVERED IN GOOD CONDITION. DE1389 DE1389 STATION RECOVERY (2000) DE1389 DE1389'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) DE1389'STATION IS LOCATED NEAR A POWER POLE IN THE NORTHWEST ANGLE OF THE DE1389'JUNCTION OVERPASS OF INTERSTATE 20 AND U.S. HIGHWAY 1 (EXIT 58) , DE1389'2.35 MILES (3.78 KM) EAST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DE1389'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DE1389'803-737-1350. STATION IS A DISK ATTACHED TO A GALVANIZED ROD FLUSH DE1389'WITH THE GROUND AND 11.5 FEET (3.5 M) BELOW HIGHWAY 1, 5.5 FEET (1.7 DE1389'M) SOUTH OF THE POWER POLE NUMBER 6114 WITH A SCGS REFERENCE WASHER DE1389'ATTACHED, 133.3 FEET (40.6 M) SOUTHWEST OF A NATURAL GAS MARKER, 91.5 DE1389'FEET (27.9 M) WEST SOUTHWEST OF THE NORTH END OF A GUARDRAIL OF DE1389'WESTBOUND LANE OF INTERSTATE 20, 62.1 FEET (18.9 M) NORTHWEST OF THE DE1389'NORTH MOST BRIDGE SUPPORT PILLAR, 251.9 FEET (76.8 M) EST SOUTHEAST OF DE1389'A POWER POLE NUMBER 813 WITH THREE GUY WIRES, 34.0 FEET (10.4 M) DE1389'NORTHEAST OF A WITNESS POST. RECOVERED BY J.B. SMOAK.