1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED0339 *********************************************************************** ED0339 DESIGNATION - 2 285 A ED0339 PID - ED0339 ED0339 STATE/COUNTY- SC/ANDERSON ED0339 USGS QUAD - CLEMSON (1980) ED0339 ED0339 *CURRENT SURVEY CONTROL ED0339 ___________________________________________________________________ ED0339* NAD 83(1986)- 34 39 35. (N) 082 47 21. (W) SCALED ED0339* NAVD 88 - 225.257 (meters) 739.03 (feet) ADJUSTED ED0339 ___________________________________________________________________ ED0339 GEOID HEIGHT- -30.83 (meters) GEOID99 ED0339 DYNAMIC HT - 225.025 (meters) 738.27 (feet) COMP ED0339 MODELED GRAV- 979,602.0 (mgal) NAVD 88 ED0339 ED0339 VERT ORDER - FIRST CLASS II ED0339 ED0339.The horizontal coordinates were scaled from a topographic map and have ED0339.an estimated accuracy of +/- 6 seconds. ED0339 ED0339.The orthometric height was determined by differential leveling ED0339.and adjusted by the National Geodetic Survey in June 1991. ED0339 ED0339.The geoid height was determined by GEOID99. ED0339 ED0339.The dynamic height is computed by dividing the NAVD 88 ED0339.geopotential number by the normal gravity value computed on the ED0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED0339.degrees latitude (g = 980.6199 gals.). ED0339 ED0339.The modeled gravity was interpolated from observed gravity values. ED0339 ED0339; North East Units Estimated Accuracy ED0339;SPC SC - 314,870. 445,620. MT (+/- 180 meters Scaled) ED0339 ED0339 SUPERSEDED SURVEY CONTROL ED0339 ED0339 NGVD 29 - 225.340 (m) 739.30 (f) ADJ UNCH 1 2 ED0339 ED0339.Superseded values are not recommended for survey control. ED0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED0339.See file dsdata.txt to determine how the superseded data were derived. ED0339 ED0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU360367(NAD 83) ED0339_MARKER: N = NAIL ED0339_SETTING: 30 = POWERLINE POLE ED0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY ED0339 ED0339 HISTORY - Date Condition Report By ED0339 HISTORY - UNK MONUMENTED SCHD ED0339 HISTORY - 1933 GOOD NGS ED0339 HISTORY - 1934 MARK NOT FOUND NGS ED0339 HISTORY - 20030323 MARK NOT FOUND USPSQD ED0339 ED0339 STATION DESCRIPTION ED0339 ED0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 ED0339'1 MI NW FROM PENDLETON. ED0339'1.0 MILE NORTHWEST ALONG THE BLUE RIDGE RAILWAY FROM THE STATION ED0339'AT PENDLETON, ANDERSON COUNTY, AT THE FIRST UNDERPASS NORTH OF ED0339'TOWN, 496 FEET SOUTHEAST OF THE FIRST UNDERPASS NORTH OF TOWN, ED0339'496 FEET SOUTHEAST OF MILEPOST 24, 100 FEET SOUTH OF THE SOUTH ED0339'EDGE OF THE PAVEMENT ON STATE HIGHWAY 24, 64 FEET EAST OF THE ED0339'EAST RAIL, IN THE BASE OF A POWERLINE POLE. ED0339 ED0339 STATION RECOVERY (1934) ED0339 ED0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934 ED0339'MARK NOT FOUND. ED0339 ED0339 STATION RECOVERY (2003) ED0339 ED0339'RECOVERY NOTE BY US POWER SQUADRON 2003 (ERL) ED0339'MARK DESCRIBED AS BEING ON BASE OF POWER POLE. POWER LINE WAS REBUILT ED0339'IN 1975 AND POLES WERE REPLACED AT THAT TIME. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED2636 *********************************************************************** ED2636 DESIGNATION - 4 007 ED2636 PID - ED2636 ED2636 STATE/COUNTY- SC/ANDERSON ED2636 USGS QUAD - FAIR PLAY (1979) ED2636 ED2636 *CURRENT SURVEY CONTROL ED2636 ___________________________________________________________________ ED2636* NAD 83(1986)- 34 30 20.71066(N) 082 57 48.22474(W) ADJUSTED ED2636* NAVD 88 - 245.2 (meters) 804. (feet) GPS OBS ED2636 ___________________________________________________________________ ED2636 LAPLACE CORR- -0.06 (seconds) DEFLEC99 ED2636 GEOID HEIGHT- -30.50 (meters) GEOID99 ED2636 ED2636 HORZ ORDER - FIRST ED2636 ED2636.The North Carolina/South Carolina HARNS have been completed but, ED2636.due to contractual restrictions, coordinates for these stations ED2636.will NOT be published in the near future. In the interim, the ED2636.published coordinates in North and South Carolina will not be ED2636.consistent with the Continuously Operating Reference Stations ED2636.(CORS). The HARN coordinates for these stations are available ED2636.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2636.Lapine(803-896-7700). ED2636. ED2636.In addition, the published North and South Carolina positions ED2636.(NAD 83 (1986)) are NOT consistent with those determined in ED2636.adjacent state readjustments. The discontinuity between stations ED2636.located in North or South Carolina and those in adjacent states ED2636.which have been adjusted to the HARN may be as much as 5 ED2636.decimeters. This will result in a significant loss of accuracy ED2636.over lines crossing such state borders. ED2636 ED2636 ED2636.The horizontal coordinates were established by GPS observations ED2636.and adjusted by the National Geodetic Survey in August 1993. ED2636 ED2636.The orthometric height was determined by GPS observations and a ED2636.high-resolution geoid model. ED2636 ED2636.The Laplace correction was computed from DEFLEC99 derived deflections. ED2636 ED2636.The geoid height was determined by GEOID99. ED2636 ED2636; North East Units Scale Converg. ED2636;SPC SC - 298,080.671 429,323.024 MT 0.99990005 -1 05 18.6 ED2636;SPC SC - 977,954.96 1,408,540.10 iFT 0.99990005 -1 05 18.6 ED2636;SPC GA E - 499,887.884 126,839.906 MT 0.99996595 -0 27 04.9 ED2636;UTM 17 - 3,819,985.083 319,753.539 MT 1.00000047 -1 06 45.2 ED2636 ED2636: Primary Azimuth Mark Grid Az ED2636:SPC SC - 4 007 AZ MK 259 49 02.4 ED2636:SPC GA E - 4 007 AZ MK 259 10 48.7 ED2636:UTM 17 - 4 007 AZ MK 259 50 29.0 ED2636 ED2636|---------------------------------------------------------------------| ED2636| PID Reference Object Distance Geod. Az | ED2636| dddmmss.s | ED2636| ED2637 4 007 AZ MK APPROX. 1.5 KM 2584343.8 | ED2636|---------------------------------------------------------------------| ED2636 ED2636 SUPERSEDED SURVEY CONTROL ED2636 ED2636 NAD 83(1986)- 34 30 20.71066(N) 082 57 48.22474(W) AD( ) 2 ED2636 NAD 27 - 34 30 20.34233(N) 082 57 48.69676(W) AD( ) 2 ED2636 NGVD 29 - 245.3 (m) 805. (f) VERT ANG ED2636 ED2636.Superseded values are not recommended for survey control. ED2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2636.See file dsdata.txt to determine how the superseded data were derived. ED2636 ED2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1975419985(NAD 83) ED2636_MARKER: DH = HORIZONTAL CONTROL DISK ED2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2636_STAMPING: HORZ 4 007 1980 ED2636_MARK LOGO: SCGS ED2636_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT ED2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2636+STABILITY: SURFACE MOTION ED2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2636+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED2636 ED2636 HISTORY - Date Condition Report By ED2636 HISTORY - 1980 MONUMENTED SCGS ED2636 HISTORY - 1980 GOOD SCGS ED2636 HISTORY - 19921101 GOOD NGS ED2636 HISTORY - 20030322 GOOD USPSQD ED2636 ED2636 STATION DESCRIPTION ED2636 ED2636'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN) ED2636'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHWEST OF ED2636'CLEMSON, 12.1 KM (7.5 MI) SOUTHWEST FROM OAKWAY, 8.0 KM (5.0 MI) ED2636'EAST OF THE SOUTH CAROLINA-GEORGIA STATE LINE, AT THE SOUTHEAST ED2636'END OF AN OVERPASS OVER INTERSTATE HIGHWAY 85, AT EXIT 4. ED2636'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, ED2636'PO BOX 191, COLUMBIA SC 29203, PHONE NUMBER 803-758-3414. ED2636' ED2636'TO REACH THE STATION FROM INTERSTATE HIGHWAY 85 AT THE SOUTH ED2636'CAROLINA-GEORGIA STATE LINE, ABOUT 12.9 KM (8.0 MI) ED2636'SOUTH-SOUTHWEST OF OAKWAY. GO EAST-NORTHEAST ON INTERSTATE ED2636'HIGHWAY 85 FOR 6.9 KM (4.3 MI) TO EXIT 4. TAKE EXIT 4, TURN LEFT ED2636'FOR 0.2 KM (0.1 MI) TO OVERPASS AND STATION ON THE RIGHT. ED2636' ED2636'THE STATION IS A STANDARD SCGS DISK ED2636'STAMPED---HORZ 4 007 1980---, ED2636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2636'FLUSH WITH GROUND. IT IS LOCATED ED2636'21.4 METERS (70.1 FT) SOUTHEAST FROM THE SOUTHEAST BRIDGE ED2636'ABUTMENT OVER INTERSTATE HIGHWAY 85, ED2636'5.9 METERS (19.4 FT) EAST-NORTHEAST FROM THE CENTER OF A PAVED ED2636'ROAD AND ED2636'1.4 METERS (4.5 FT) NORTH FROM A METAL WITNESS POST. ED2636'THE UNDERGROUND MARK IS A STANDARD SCGS DISK ED2636'STAMPED---HORZ 4 007 I980---, ED2636'INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE. ED2636' ED2636'THE AZIMUTH MARK IS A STANDARD SCGS DISK ED2636'STAMPED---AZ MK 4 007 1980---, ED2636'AZIMUTH MARK IS SET IN A DRILLHOLE IN THE CURB OF THE OVERPASS. ED2636'IT IS LOCATED ED2636'13.9 METERS (45.8 FT) SOUTH FROM THE NORTHEAST ABUTMENT OF THE ED2636'OVERPASS, ED2636'5.4 METERS (17.7 FT) EAST FROM THE APPROXIMATE CENTER OF THE ED2636'PAVED ROAD AND ED2636'0.6 METER (2.0 FT) WEST FROM THE EAST CEMENT RAIL OF THE BRIDGE. ED2636' ED2636'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR 0.1 KM ED2636'(0.05 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND FOLLOW ROAD FOR ED2636'1.4 KM (0.85 MI), PASSING A TEXACO TRUCK STOP TO AN INTERSECTION. ED2636'TURN RIGHT AND GO WESTERLY FOR 0.4 KM (0.25 MI) TO THE AZIMUTH ED2636'MARK ON THE RIGHT AT THE NORTHEAST END OF AN OVERPASS. ED2636' ED2636'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS. ED2636'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME. ED2636 ED2636 STATION RECOVERY (1980) ED2636 ED2636'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980 ED2636'RECOVERED IN GOOD CONDITION. ED2636 ED2636 STATION RECOVERY (1992) ED2636 ED2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 ED2636'STATION IS LOCATED BEHIND A GUARDRAIL AT THE EAST SOUTHEAST CORNER OF ED2636'THE JUNCTION OVERPASS OF INTERSTATE 85 AND STATE ROAD 23 (EXIT 4), ED2636'1.35 MILES (2.17 KM) EAST SOUTHEAST OF FAIR PLAY. OWNERSHIP--SCDHPT, ED2636'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED2636'803-737-1350. ED2636'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH ROAD ED2636'23, 19.0 FEET (5.8 M) NORTHEAST OF THE CENTER OF THE ROAD, 67.8 FEET ED2636'(20.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WINGWALL AT THE ED2636'EAST SOUTHEAST CORNER OF THE OVERPASS, 3.7 FEET (1.1 M) EAST ED2636'SOUTHEAST OF A GUARDRAIL POST WITH A SCGS REFERENCE WASHER ATTACHED, ED2636'4.4 FEET (1.3 M) NORTH OF A WITNESS POST. ED2636'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 4 007 AZ MK. ED2636 ED2636 STATION RECOVERY (2003) ED2636 ED2636'RECOVERY NOTE BY US POWER SQUADRON 2003 (RSO) ED2636'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1201 *********************************************************************** ED1201 DESIGNATION - CLEMSON CBL 0 ED1201 PID - ED1201 ED1201 STATE/COUNTY- SC/ANDERSON ED1201 USGS QUAD - CLEMSON (1980) ED1201 ED1201 *CURRENT SURVEY CONTROL ED1201 ___________________________________________________________________ ED1201* NAD 83(2001)- 34 39 03.29111(N) 082 48 31.77361(W) ADJUSTED ED1201* NAVD 88 - 230.726 (meters) 756.97 (feet) ADJUSTED ED1201 ___________________________________________________________________ ED1201 X - 657,536.007 (meters) COMP ED1201 Y - -5,211,389.372 (meters) COMP ED1201 Z - 3,606,190.053 (meters) COMP ED1201 LAPLACE CORR- 0.57 (seconds) DEFLEC99 ED1201 ELLIP HEIGHT- 199.87 (meters) (02/10/03) GPS OBS ED1201 GEOID HEIGHT- -30.82 (meters) GEOID99 ED1201 DYNAMIC HT - 230.489 (meters) 756.20 (feet) COMP ED1201 MODELED GRAV- 979,602.6 (mgal) NAVD 88 ED1201 ED1201 HORZ ORDER - FIRST ED1201 VERT ORDER - FIRST CLASS II ED1201 ELLP ORDER - FOURTH CLASS II ED1201 ED1201.The North Carolina/South Carolina HARNS have been completed but, ED1201.due to contractual restrictions, coordinates for these stations ED1201.will NOT be published in the near future. In the interim, the ED1201.published coordinates in North and South Carolina will not be ED1201.consistent with the Continuously Operating Reference Stations ED1201.(CORS). The HARN coordinates for these stations are available ED1201.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED1201.Lapine(803-896-7700). ED1201. ED1201.In addition, the published North and South Carolina positions ED1201.(NAD 83 (1986)) are NOT consistent with those determined in ED1201.adjacent state readjustments. The discontinuity between stations ED1201.located in North or South Carolina and those in adjacent states ED1201.which have been adjusted to the HARN may be as much as 5 ED1201.decimeters. This will result in a significant loss of accuracy ED1201.over lines crossing such state borders. ED1201 ED1201 ED1201.The horizontal coordinates were established by GPS observations ED1201.and adjusted by the National Geodetic Survey in February 2003. ED1201.This is a SPECIAL STATUS position. See SPECIAL STATUS under the ED1201.DATUM ITEM on the data sheet items page. ED1201 ED1201.The orthometric height was determined by differential leveling ED1201.and adjusted by the National Geodetic Survey in June 1991. ED1201 ED1201.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED1201 ED1201.The Laplace correction was computed from DEFLEC99 derived deflections. ED1201 ED1201.The ellipsoidal height was determined by GPS observations ED1201.and is referenced to NAD 83. ED1201 ED1201.The geoid height was determined by GEOID99. ED1201 ED1201.The dynamic height is computed by dividing the NAVD 88 ED1201.geopotential number by the normal gravity value computed on the ED1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1201.degrees latitude (g = 980.6199 gals.). ED1201 ED1201.The modeled gravity was interpolated from observed gravity values. ED1201 ED1201; North East Units Scale Converg. ED1201;SPC SC - 313,921.048 443,795.755 MT 0.99994028 -1 00 10.1 ED1201;SPC SC - 1,029,924.70 1,456,022.82 iFT 0.99994028 -1 00 10.1 ED1201;UTM 17 - 3,835,819.925 334,233.900 MT 0.99993869 -1 01 43.3 ED1201 ED1201 SUPERSEDED SURVEY CONTROL ED1201 ED1201 NAD 83(1995)- 34 39 03.29113(N) 082 48 31.77354(W) AD( ) 1 ED1201 NAD 83(1986)- 34 39 03.30029(N) 082 48 31.77326(W) AD( ) 1 ED1201 NGVD 29 - 230.798 (m) 757.21 (f) ADJUSTED 1 2 ED1201 ED1201.Superseded values are not recommended for survey control. ED1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1201.See file dsdata.txt to determine how the superseded data were derived. ED1201 ED1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3423435820(NAD 83) ED1201_MARKER: DQ = CALIBRATION BASE LINE DISK ED1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED1201_STAMPING: 0 1980 ED1201_MARK LOGO: NGS ED1201_PROJECTION: FLUSH ED1201_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT ED1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED1201+STABILITY: SURFACE MOTION ED1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1201+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1201 ED1201 HISTORY - Date Condition Report By ED1201 HISTORY - 1980 MONUMENTED SCGS ED1201 HISTORY - 1983 GOOD NGS ED1201 HISTORY - 19910806 GOOD SCGS ED1201 HISTORY - 19910806 GOOD SCGS ED1201 HISTORY - 19921101 GOOD NGS ED1201 HISTORY - 19960326 GOOD SCGS ED1201 HISTORY - 20030322 GOOD USPSQD ED1201 ED1201 STATION DESCRIPTION ED1201 ED1201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 ED1201'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT. ED1201'THE REDUCED MARK-TO-MARK DISTANCE IS 100.006 FEET. ED1201' ED1201'THE BASE LINE IS LOCATED ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST OF ED1201'CENTRAL, 3.3 KM (2.1 MI) SOUTH-SOUTHEAST OF CLEMSON, AND 2.8 KM (1.7 ED1201'MI) WEST OF PENDLETON CROSSING THE ANDERSON-PICKENS COUNTY LINE. THE ED1201'BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WESTERN ED1201'EDGE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 76. ED1201' ED1201'THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE ED1201'0-METER POINT ON THE SOUTH-SOUTHEAST END. IT CONSISTS OF THE 0, 150, ED1201'430, AND 1070 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION ED1201'LOCATED SLIGHTLY OFF LINE AND SOUTH- SOUTHEAST OF THE 0-METER POINT. ED1201' ED1201'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 ED1201'AND U.S. HIGHWAY 76 (EXIT 19B) LOCATED 29.0 KM (18.0 MI) SOUTHEAST OF ED1201'CLEMSON, GO NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 9.2 KM (5.7 MI) TO ED1201'THE INTERSECTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 187. CONTINUE ED1201'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 4.2 KM (2.6 MI) TO THE 0-METER ED1201'POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION ED1201'BASE LINE DISK STAMPED--0 1980--, SET IN THE TOP OF A 33 CM (13 IN) ED1201'DIAMETER CONCRETE POST RECESSED 3 CM (1 IN) BELOW THE SURFACE OF THE ED1201'GROUND. IT IS 30.5 M (100.0 FT) NORTH-NORTHWEST OF THE 100-FOOT TAPE ED1201'STATION, 21.0 M (68.9 FT) SOUTH-SOUTHEAST OF THE ANDERSON COUNTY LINE ED1201'SIGN, 10.1 M (33.1 FT) WEST- SOUTHWEST OF THE CENTERLINE OF THE ED1201'SOUTHBOUND LANES OF U.S. HIGHWAY 76 AND 1.1 M (3.6 FT) NORTHEAST OF A ED1201'METAL WITNESS POST. ED1201' ED1201'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ED1201'ELEVATIONS ARE FOR CBL USE ONLY. SAFETY PRECAUTIONS ARE RECOMMENDED ED1201'DUE TO HEAVY HIGHWAY TRAFFIC. THIS BASE LINE DOES NOT MEET CURRENT ED1201'NGS SITE SPECIFICATIONS. ED1201' ED1201'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ED1201'SOUTH CAROLINA GEODETIC SURVEY (SCGS) AND REMEASURED WITH ASSISTANCE ED1201'FROM THE SCGS AND JOHN LONG AND ASSOCIATES. ED1201' ED1201'FOR MORE INFORMATION PLEASE CONTACT MR. DANNIE NOVAK, NGS STATE ED1201'ADVISOR, OR SID MILLER, SCGS, SOUTH CAROLINA MAPPING SERVICES, 5 ED1201'GEOLOGY ROAD, COLUMBIA, SC 29210. TELEPHONE (803) 896-7710 OR CONTACT ED1201'MR. JOHN LONG AND ASSOCIATES, P.O. BOX 981, CLEMSON, SC 29633. ED1201'TELEPHONE (803) 654-5033. ED1201 ED1201 STATION RECOVERY (1983) ED1201 ED1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 ED1201'5.0 KM (3.1 MI) SE FROM CLEMSON. ED1201'THE MARK IS 0.30 M BELOW HIGHWAY. ED1201'A NGS CALIBRATION BASELINE DISK, ED1201'5.0 KM (3.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1201'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1201'RIGHT, AT THE ANDERSON AND PICKENS COUNTY LINE, 9.91 METERS (32.5 FT) ED1201'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANE OF HIGHWAY 76, ED1201'28, 21.65 METERS (71.0 FT) SOUTHEAST OF THE METAL POST SUPPORTING THE ED1201'ANDERSON COUNTY SIGN, 30.48 METERS (100.0 FT) NORTHWEST OF CALIBRATION ED1201'BASELINE MARK STAMPED 100 FT 1980. ED1201'THE MARK IS 1.17 METERS NE FROM A WITNESS POST. ED1201 ED1201 STATION RECOVERY (1991) ED1201 ED1201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED1201'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF PENDLETON. ED1201'OWNERSHIP-SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, ED1201'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE ED1201'JUNCTION OVERPASS OF U.S. HIGHWAY 76, STATE HIGHWAY 28 AND STATE ED1201'HIGHWAY 93 IN CLEMSON, GO SOUTHEAST ON HIGHWAY 76 AND 28 FOR 1.8 ED1201'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 153 (EXCELSIOR MILL ED1201'ROAD), CONTINUE ON HIGHWAY 76 AND 28 FOR 0.45 MILE (0.72 KM) TO THE ED1201'ANDERSON COUNTY LINE AND THE STATION ON THE RIGHT. STATION IS A ED1201'CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE ED1201'HIGHWAY, 32.6 FEET (9.9 M) WEST SOUTHWEST OF THE CENTER OF THE ED1201'EASTBOUND LANES OF THE HIGHWAY, 68.8 FEET (21.0 M) SOUTH SOUTHEAST OF ED1201'THE ANDERSON COUNTY LINE SIGN POST, 89.3 FEET (27.2 M) SOUTHEAST OF A ED1201'POWER POLE NUMBER 39 WITH THREE GUY WIRES, 100.0 FEET (30.5 M) NORTH ED1201'NORTHWEST OF CALIBRATION STATION 100, 63.4 FEET (19.3 M) NORTH OF THE ED1201'NORTHWEST LEG OF A SIGN (WELCOME TO ANDERSON COUNTY), 3.2 FEET ED1201'(1.0 M) NORTHEAST OF A WITNESS POST. RECOVERED BY C.E. GEOGHEGAN. ED1201 ED1201 STATION RECOVERY (1991) ED1201 ED1201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 (DDW) ED1201'STATION IS LOCATED 1.4 MILES (2.3 KM) WEST OF PENDLETON. ED1201'OWNERSHIP-SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, ED1201'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION ED1201'OVERPASS OF U.S. HIGHWAY 76, STATE HIGHWAY 28 AND STATE HIGHWAY 93 IN ED1201'CLEMSON, GO SOUTHEAST ON HIGHWAY 76 AND 28 FOR 1.8 MILES (2.9 KM) TO ED1201'THE JUNCTION OF STATE ROAD 153 (EXCELSIOR MILL ROAD), CONTINUE ON ED1201'HIGHWAY 76 AND 28 FOR 0.45 MILE (0.72 KM) TO THE ANDERSON COUNTY LINE ED1201'AND THE STATION ON THE RIGHT. STATION IS A CONCRETE POST FLUSH WITH ED1201'THE GROUND AND 1.5 FEET (0.5 M) BELOW THE HIGHWAY, 32.6 FEET (9.9 M) ED1201'WEST SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, ED1201'68.8 FEET (21.0 M) SOUTH SOUTHEAST OF THE ANDERSON COUNTY LINE SIGN ED1201'POST, 89.3 FEET (27.2 M) SOUTHEAST OF A POWER POLE NUMBER 39 WITH ED1201'THREE GUY WIRES, 100.0 FEET (30.5 M) NORTH NORTHWEST OF CALIBRATION ED1201'STATION 100, 63.4 FEET (19.3 M) NORTH OF THE NORTHWEST LEG OF A SIGN ED1201'(WELCOME TO ANDERSON COUNTY), 3.2 FEET (1.0 M) NORTHEAST OF A WITNESS ED1201'POST. RECOVERED BY C.E. GEOGHEGAN. ED1201 ED1201 STATION RECOVERY (1992) ED1201 ED1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 ED1201'RECOVERED IN GOOD CONDITION. ED1201 ED1201 STATION RECOVERY (1996) ED1201 ED1201'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) ED1201'RECOVERED AS DESCRIBED. ED1201 ED1201 STATION RECOVERY (2003) ED1201 ED1201'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1201'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1202 *********************************************************************** ED1202 DESIGNATION - CLEMSON CBL 100 ED1202 PID - ED1202 ED1202 STATE/COUNTY- SC/ANDERSON ED1202 USGS QUAD - CLEMSON (1980) ED1202 ED1202 *CURRENT SURVEY CONTROL ED1202 ___________________________________________________________________ ED1202* NAD 83(1986)- 34 39 02. (N) 082 48 31. (W) SCALED ED1202* NAVD 88 - 230.456 (meters) 756.09 (feet) ADJUSTED ED1202 ___________________________________________________________________ ED1202 GEOID HEIGHT- -30.82 (meters) GEOID99 ED1202 DYNAMIC HT - 230.219 (meters) 755.31 (feet) COMP ED1202 MODELED GRAV- 979,602.6 (mgal) NAVD 88 ED1202 ED1202 VERT ORDER - FIRST CLASS II ED1202 ED1202.The horizontal coordinates were scaled from a topographic map and have ED1202.an estimated accuracy of +/- 6 seconds. ED1202 ED1202.The orthometric height was determined by differential leveling ED1202.and adjusted by the National Geodetic Survey in June 1991. ED1202 ED1202.The geoid height was determined by GEOID99. ED1202 ED1202.The dynamic height is computed by dividing the NAVD 88 ED1202.geopotential number by the normal gravity value computed on the ED1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1202.degrees latitude (g = 980.6199 gals.). ED1202 ED1202.The modeled gravity was interpolated from observed gravity values. ED1202 ED1202; North East Units Estimated Accuracy ED1202;SPC SC - 313,880. 443,820. MT (+/- 180 meters Scaled) ED1202 ED1202 SUPERSEDED SURVEY CONTROL ED1202 ED1202 NGVD 29 - 230.528 (m) 756.32 (f) ADJUSTED 1 2 ED1202 ED1202.Superseded values are not recommended for survey control. ED1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1202.See file dsdata.txt to determine how the superseded data were derived. ED1202 ED1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU342357(NAD 83) ED1202_MARKER: DQ = CALIBRATION BASE LINE DISK ED1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED1202_STAMPING: 100 FT 1980 ED1202_MARK LOGO: NGS ED1202_PROJECTION: FLUSH ED1202_MAGNETIC: N = NO MAGNETIC MATERIAL ED1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED1202+STABILITY: SURFACE MOTION ED1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1202+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1202 ED1202 HISTORY - Date Condition Report By ED1202 HISTORY - 1980 MONUMENTED SCGS ED1202 HISTORY - 1983 GOOD NGS ED1202 HISTORY - 19940323 GOOD NGS ED1202 HISTORY - 19940323 GOOD NGS ED1202 HISTORY - 20030322 GOOD USPSQD ED1202 ED1202 STATION DESCRIPTION ED1202 ED1202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 ED1202'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT. ED1202'THE REDUCED MARK-TO-MARK DISTANCE IS 100.006 FEET. ED1202' ED1202'THE BASE LINE IS LOCATED ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST OF ED1202'CENTRAL, 3.3 KM (2.1 MI) SOUTH-SOUTHEAST OF CLEMSON, AND 2.8 KM (1.7 ED1202'MI) WEST OF PENDLETON CROSSING THE ANDERSON-PICKENS COUNTY LINE. THE ED1202'BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WESTERN ED1202'EDGE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 76. ED1202' ED1202'THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE ED1202'0-METER POINT ON THE SOUTH-SOUTHEAST END. IT CONSISTS OF THE 0, 150, ED1202'430, AND 1070 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION ED1202'LOCATED SLIGHTLY OFF LINE AND SOUTH- SOUTHEAST OF THE 0-METER POINT. ED1202' ED1202'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 ED1202'AND U.S. HIGHWAY 76 (EXIT 19B) LOCATED 29.0 KM (18.0 MI) SOUTHEAST OF ED1202'CLEMSON, GO NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 9.2 KM (5.7 MI) TO ED1202'THE INTERSECTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 187. CONTINUE ED1202'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 4.2 KM (2.6 MI) TO THE 0-METER ED1202'POINT ON THE LEFT. ED1202' ED1202'THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION ED1202'BASE LINE DISK STAMPED--100 FT 1980--, SET IN THE TOP OF A 43 CM (17 ED1202'IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT ED1202'IS 19.5 M (64.0 FT) SOUTH OF A POWER POLE, 10.4 M (34.1 FT) ED1202'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. ED1202'HIGHWAY 76 AND 1.2 M (3.9 FT) NORTHEAST OF A METAL WITNESS POST. ED1202' ED1202'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ED1202'ELEVATIONS ARE FOR CBL USE ONLY. SAFETY PRECAUTIONS ARE RECOMMENDED ED1202'DUE TO HEAVY HIGHWAY TRAFFIC. THIS BASE LINE DOES NOT MEET CURRENT ED1202'NGS SITE SPECIFICATIONS. ED1202' ED1202'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ED1202'SOUTH CAROLINA GEODETIC SURVEY (SCGS) AND REMEASURED WITH ASSISTANCE ED1202'FROM THE SCGS AND JOHN LONG AND ASSOCIATES. ED1202' ED1202'FOR MORE INFORMATION PLEASE CONTACT MR. DANNIE NOVAK, NGS STATE ED1202'ADVISOR, OR SID MILLER, SCGS, SOUTH CAROLINA MAPPING SERVICES, 5 ED1202'GEOLOGY ROAD, COLUMBIA, SC 29210. TELEPHONE (803) 896-7710 OR CONTACT ED1202'MR. JOHN LONG AND ASSOCIATES, P.O. BOX 981, CLEMSON, SC 29633. ED1202'TELEPHONE (803) 654-5033. ED1202 ED1202 STATION RECOVERY (1983) ED1202 ED1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 ED1202'5.0 KM (3.1 MI) SE FROM CLEMSON. ED1202'A NGS CALIBRATION BASELINE DISK, ED1202'5.0 KM (3.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1202'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1202'RIGHT, AT THE ANDERSON AND PICKENS COUNTY LINE, 10.36 METERS (34.0 FT) ED1202'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANE OF HIGHWAY 76, ED1202'28, 52.12 METERS (171.0 FT) SOUTHEAST OF THE METAL POST SUPPORTING THE ED1202'ANDERSON COUNTY SIGN, 30.48 METERS (100.0 FT) SOUTHEAST OF THE ED1202'CALIBRATION BASELINE MARK STAMPED 0 1980. ED1202'THE MARK IS 1.17 METERS NE FROM A WITNESS POST. ED1202'THE MARK IS 0.30 M BELOW HIGHWAY. ED1202 ED1202 STATION RECOVERY (1994) ED1202 ED1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (WFP) ED1202'MARK IS A COMPONENT OF THE CLEMSON CALIBRATION BASE LINE, LOCATED ED1202'ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST OF CENTRAL, 3.3 KM (2.1 MI) ED1202'SOUTH-SOUTHEAST OF CLEMSON, AND 2.8 KM (1.7 MI) WEST OF PENDLETON AT ED1202'THE ANDERSON-PICKENS COUNTY LINE. CLEMSON QUADRANGLE, SC. TO REACH ED1202'THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAY ED1202'76 (EXIT 19B), LOCATED 29.0 KM (18.0 MI) SOUTHEAST OF CLEMSON, GO ED1202'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 9.2 KM (5.7 MI) TO THE ED1202'INTERSECTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 187. CONTINUE ED1202'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 4.2 KM (2.6 MI) TO THE MARK ON ED1202'THE LEFT. MARK IS SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE ED1202'POST RECESSED 3 CM (1 IN) BELOW THE SURFACE OF THE GROUND. **NOTE** ED1202'NO INFORMATION ABOUT UNDERGROUND MARK AND MAGNETIC MATERIAL WAS ED1202'AVAILABLE AT TIME OF RECOVERY. IT IS 30.5 M (100.1 FT) NORTH-NORHTH ED1202'WEST OF THE 100-FOOT TAPE STATION, 21.0 M (68.9 FT) SOUTH-SOUTHEAST OF ED1202'THE ANDERSON COUNTY LINE SIGN, 10.1 M (33.1 FT) WEST-SOUTHWEST OF ED1202'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 76 AND 1.1 (3.6 FT) ED1202'NORTHEAST OF A METAL WITNESS POST. FOR MORE INFORMATION PLEASE ED1202'CONTACT MR. DANNIE NOVAK, NGS STATE ADVISOR, OR SID MILLE, SOUTH ED1202'CAROLINA GEODETIC SURVEY, SOUTH CAROLINA MAPPING SERVICES, 5 GEOLOGY ED1202'ROAD, COLUMBIA, SC 29120, OR CONTACT MR. JOHN LONG AND ASSOCIATES, P. ED1202'O. BOX 981, CLEMSON, SC 29633. DESCRIBED BY DAVID L. NOCK ED1202 ED1202 STATION RECOVERY (1994) ED1202 ED1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (WFP) ED1202'MARK IS A COMPONENT OF THE CLEMSON CALIBRATION BASE LINE, LOCATED ED1202'ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST OF CENTRAL, 3.3 KM (2.1 MI) ED1202'SOUTH-SOUTHEAST OF CLEMSON, AND 2.8 KM (1.7 MI) WEST OF PENDLETON AT ED1202'THE ANDERSON-PICKENS COUNTY LINE. CLEMSON QUADRANGLE, SC. TO REACH ED1202'THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAY ED1202'76 (EXIT 19B), LOCATED 29.0 KM (18.0 MI) SOUTHEAST OF CLEMSON, GO ED1202'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 9.2 KM (5.7 MI) TO THE ED1202'INTERSECTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 187. CONTINUE ED1202'NORTHWESTERLY ON U.S. HIGHWAY 76 FOR 4.17 KM (2.59 MI) TO THE MARK ON ED1202'THE LEFT. MARK IS SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE ED1202'POST FLUSH WITH THE SURFACE OF THE GROUND. **NOTE** NO INFORMATION ED1202'ABOUT UNDERGROUND MARK AND MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF ED1202'RECOVERY. IT IS 30.5 M (100.1 FT) SOUTH-SOUTHEAST OF THE 0-METER ED1202'POINT, 19.5 M (64.0 FT) SOUTH OF A POWER POLE, 10.4 M (34.1 FT) ED1202'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. ED1202'HIGHWAY 76 AND 1.2 M (3.9 FT) NORTHEAST OF A METAL WITNESS POST. FOR ED1202'MORE INFORMATION PLEASE CONTACT MR. DANNIE NOVAK, NGS STATE ADVISOR, ED1202'OR SID MILLER, SOUTH CAROLINA GEODETIC SURVEY, SOUTH CAROLINA MAPPING ED1202'SERVICES, 5 GEOLOGY ROAD, COLUMBIA, SC 29210. OR CONTACT MR. JOHN LONG ED1202'AND ASSOCIATES, P.O. BOX 981, CLEMSON, SC 29633, DESCRIBED BY DAVID L. ED1202'NOCK. ED1202 ED1202 STATION RECOVERY (2003) ED1202 ED1202'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1202'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1203 *********************************************************************** ED1203 DESIGNATION - J 202 ED1203 PID - ED1203 ED1203 STATE/COUNTY- SC/ANDERSON ED1203 USGS QUAD - CLEMSON (1980) ED1203 ED1203 *CURRENT SURVEY CONTROL ED1203 ___________________________________________________________________ ED1203* NAD 83(1986)- 34 38 40. (N) 082 48 02. (W) SCALED ED1203* NAVD 88 - 213.075 (meters) 699.06 (feet) ADJUSTED ED1203 ___________________________________________________________________ ED1203 GEOID HEIGHT- -30.80 (meters) GEOID99 ED1203 DYNAMIC HT - 212.856 (meters) 698.35 (feet) COMP ED1203 MODELED GRAV- 979,603.1 (mgal) NAVD 88 ED1203 ED1203 VERT ORDER - FIRST CLASS II ED1203 ED1203.The horizontal coordinates were scaled from a topographic map and have ED1203.an estimated accuracy of +/- 6 seconds. ED1203 ED1203.The orthometric height was determined by differential leveling ED1203.and adjusted by the National Geodetic Survey in June 1991. ED1203 ED1203.The geoid height was determined by GEOID99. ED1203 ED1203.The dynamic height is computed by dividing the NAVD 88 ED1203.geopotential number by the normal gravity value computed on the ED1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1203.degrees latitude (g = 980.6199 gals.). ED1203 ED1203.The modeled gravity was interpolated from observed gravity values. ED1203 ED1203; North East Units Estimated Accuracy ED1203;SPC SC - 313,190. 444,540. MT (+/- 180 meters Scaled) ED1203 ED1203 SUPERSEDED SURVEY CONTROL ED1203 ED1203 NGVD 29 - 213.148 (m) 699.30 (f) ADJUSTED 1 2 ED1203 ED1203.Superseded values are not recommended for survey control. ED1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1203.See file dsdata.txt to determine how the superseded data were derived. ED1203 ED1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU349350(NAD 83) ED1203_MARKER: DB = BENCH MARK DISK ED1203_SETTING: 38 = BRIDGE ABUTMENT ED1203_STAMPING: J 202 1983 ED1203_MARK LOGO: NGS ED1203_MAGNETIC: N = NO MAGNETIC MATERIAL ED1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1203+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1203 ED1203 HISTORY - Date Condition Report By ED1203 HISTORY - 1983 MONUMENTED NGS ED1203 HISTORY - 19920713 GOOD SCGS ED1203 HISTORY - 20030322 GOOD USPSQD ED1203 ED1203 STATION DESCRIPTION ED1203 ED1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1203'6.0 KM (3.7 MI) SE FROM CLEMSON. ED1203'THE MARK IS 0.30 M ABOVE HIGHWAY. ED1203'6.0 KM (3.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1203'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1203'RIGHT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURBING (ALSO ED1203'ABUTMENT) OF THE SOUTHEASTBOUND HIGHWAY BRIDGE OVER EIGHTEEN MILE ED1203'CREEK, 1.0 KM (0.6 MI) SOUTHEAST OF THE PICKENS AND ANDERSON COUNTY ED1203'LINE, 4.41 METERS (14.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ED1203'SOUTHEASTBOUND LANE OF HIGHWAY 76, 28, 0.18 METER (0.6 FT) NORTHWEST ED1203'OF THE SOUTHEAST END OF THE SOUTHWEST CURBING OF THE BRIDGE. ED1203'THE MARK IS 0.35 METERS N FROM A WITNESS POST. ED1203 ED1203 STATION RECOVERY (1992) ED1203 ED1203'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1203'STATION IS LOCATED 1.1 MILES WEST SOUTHWEST OF PENDLETON. ED1203'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, ED1203'COLUMBIA, SC 29202, PHONE 803-737-1350. ED1203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 28 ED1203'BUSINESS AND U.S. HIGHWAY 76, 1.25 MILES SOUTH SOUTHWEST OF PENDLETON, ED1203'GO NORTH NORTHWEST ON HIGHWAYS 28 AND 76 FOR 1.2 MILES TO THE STATION ED1203'ON THE LEFT NEAR THE SOUTH SOUTHEAST CORNER OF THE BRIDGE FOR THE ED1203'EASTBOUND LANES OF THE HIGHWAY OVER EIGHTEEN MILE CREEK. ED1203'STATION IS A DRILL MARK IN CURB OF BRIDGE AND 0.9 FOOT ABOVE THE ED1203'HIGHWAY, 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 14.3 ED1203'FT SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, ED1203'2.6 FT NORTH NORTHWEST OF A WITNESS POST. ED1203'RECOVERED BY R.W. ROBERTS. ED1203 ED1203 STATION RECOVERY (2003) ED1203 ED1203'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED0338 *********************************************************************** ED0338 DESIGNATION - J 6 ED0338 PID - ED0338 ED0338 STATE/COUNTY- SC/ANDERSON ED0338 USGS QUAD - CLEMSON (1980) ED0338 ED0338 *CURRENT SURVEY CONTROL ED0338 ___________________________________________________________________ ED0338* NAD 83(1986)- 34 39 31. (N) 082 48 34. (W) SCALED ED0338* NAVD 88 - 227.137 (meters) 745.20 (feet) ADJUSTED ED0338 ___________________________________________________________________ ED0338 GEOID HEIGHT- -30.83 (meters) GEOID99 ED0338 DYNAMIC HT - 226.903 (meters) 744.43 (feet) COMP ED0338 MODELED GRAV- 979,601.7 (mgal) NAVD 88 ED0338 ED0338 VERT ORDER - FIRST CLASS II ED0338 ED0338.The horizontal coordinates were scaled from a topographic map and have ED0338.an estimated accuracy of +/- 6 seconds. ED0338 ED0338.The orthometric height was determined by differential leveling ED0338.and adjusted by the National Geodetic Survey in June 1991. ED0338 ED0338.The geoid height was determined by GEOID99. ED0338 ED0338.The dynamic height is computed by dividing the NAVD 88 ED0338.geopotential number by the normal gravity value computed on the ED0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED0338.degrees latitude (g = 980.6199 gals.). ED0338 ED0338.The modeled gravity was interpolated from observed gravity values. ED0338 ED0338; North East Units Estimated Accuracy ED0338;SPC SC - 314,780. 443,750. MT (+/- 180 meters Scaled) ED0338 ED0338 SUPERSEDED SURVEY CONTROL ED0338 ED0338 NGVD 29 - 227.218 (m) 745.46 (f) ADJ UNCH 1 2 ED0338 ED0338.Superseded values are not recommended for survey control. ED0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED0338.See file dsdata.txt to determine how the superseded data were derived. ED0338 ED0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU341366(NAD 83) ED0338_MARKER: DB = BENCH MARK DISK ED0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED0338_STAMPING: 745.500 J 6 1933 ED0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED0338+STABILITY: SURFACE MOTION ED0338 ED0338 HISTORY - Date Condition Report By ED0338 HISTORY - 1933 MONUMENTED CGS ED0338 HISTORY - 1933 GOOD NGS ED0338 HISTORY - 20030321 MARK NOT FOUND USPSQD ED0338 ED0338 STATION DESCRIPTION ED0338 ED0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 ED0338'2.1 MI W FROM PENDLETON. ED0338'2.1 MILES WEST ALONG THE BLUE RIDGE RAILWAY FROM THE STATION ED0338'AT PENDLETON, ANDERSON COUNTY, 65 FEET SOUTHWEST OF MILEPOST 25, ED0338'1/4 MILE EAST OF AN OVERHEAD CROSSING, 23 FEET SOUTH OF THE SOUTH ED0338'RAIL, 57 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND SET ED0338'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. ED0338 ED0338 STATION RECOVERY (2003) ED0338 ED0338'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED0338'AREA IS TOTALLY CHANGED. ROAD IS NOW PAVED AND MARK COORDINATES WERE ED0338'RECENTLY CLEARED OF LARGE MATURE PINE TREES. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1204 *********************************************************************** ED1204 DESIGNATION - K 202 ED1204 PID - ED1204 ED1204 STATE/COUNTY- SC/ANDERSON ED1204 USGS QUAD - CLEMSON (1980) ED1204 ED1204 *CURRENT SURVEY CONTROL ED1204 ___________________________________________________________________ ED1204* NAD 83(1986)- 34 38 27. (N) 082 47 30. (W) SCALED ED1204* NAVD 88 - 256.732 (meters) 842.29 (feet) ADJUSTED ED1204 ___________________________________________________________________ ED1204 GEOID HEIGHT- -30.80 (meters) GEOID99 ED1204 DYNAMIC HT - 256.469 (meters) 841.43 (feet) COMP ED1204 MODELED GRAV- 979,603.6 (mgal) NAVD 88 ED1204 ED1204 VERT ORDER - FIRST CLASS II ED1204 ED1204.The horizontal coordinates were scaled from a topographic map and have ED1204.an estimated accuracy of +/- 6 seconds. ED1204 ED1204.The orthometric height was determined by differential leveling ED1204.and adjusted by the National Geodetic Survey in June 1991. ED1204 ED1204.The geoid height was determined by GEOID99. ED1204 ED1204.The dynamic height is computed by dividing the NAVD 88 ED1204.geopotential number by the normal gravity value computed on the ED1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1204.degrees latitude (g = 980.6199 gals.). ED1204 ED1204.The modeled gravity was interpolated from observed gravity values. ED1204 ED1204; North East Units Estimated Accuracy ED1204;SPC SC - 312,780. 445,350. MT (+/- 180 meters Scaled) ED1204 ED1204 SUPERSEDED SURVEY CONTROL ED1204 ED1204 NGVD 29 - 256.808 (m) 842.54 (f) ADJUSTED 1 2 ED1204 ED1204.Superseded values are not recommended for survey control. ED1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1204.See file dsdata.txt to determine how the superseded data were derived. ED1204 ED1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU357346(NAD 83) ED1204_MARKER: I = METAL ROD ED1204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED1204_STAMPING: K 202 1983 ED1204_MARK LOGO: NGS ED1204_PROJECTION: FLUSH ED1204_MAGNETIC: I = MARKER IS A STEEL ROD ED1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1204+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1204_ROD/PIPE-DEPTH: 8.1 meters ED1204 ED1204 HISTORY - Date Condition Report By ED1204 HISTORY - 1983 MONUMENTED NGS ED1204 HISTORY - 19920713 GOOD SCGS ED1204 HISTORY - 20030322 GOOD USPSQD ED1204 ED1204 STATION DESCRIPTION ED1204 ED1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1204'6.85 KM (4.25 MI) SE FROM CLEMSON. ED1204'THE MARK IS 6.1 M ABOVE HIGHWAY. ED1204'6.85 KM (4.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1204'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1204'LEFT, AT THE SOUTH CORNER OF THE BRICK FOUNDATION ENCLOSING THREE ED1204'FLAGPOLES AND A WAR MEMORIAL AT THE TRI-COUNTY TECHNICAL COLLEGE, ED1204'27.73 METERS (91.0 FT) NORTHEAST OF THE CENTERLINE OF THE ED1204'NORTHWESTBOUND LANE OF HIGHWAY 76, 28, 6.85 METERS (22.5 FT) ED1204'SOUTH-SOUTHEAST OF THE CENTER ONE OF THE THREE FLAGPOLES (U.S. ED1204'FLAGPOLE), 0.30 METER (1.0 FT) SOUTH OF THE SOUTH CORNER OF THE BRICK ED1204'FOUNDATION. ED1204 ED1204 STATION RECOVERY (1992) ED1204 ED1204'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1204'STATION IS LOCATED 0.8 MILESOUTH SOUTHWEST OF PENDLETON. ED1204'OWNERSHIP--TRI-COUNTY TECHNICAL COLLEGE. ED1204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 28 ED1204'BUSINESS AND U.S. HIGHWAY 76, 1.25 MILES SOUTH OF PENDLETON, GO NORTH ED1204'NORTHWEST ON HIGHWAYS 28 AND 76 FOR 0.65 MILE TO THE STATION ON THE ED1204'RIGHT NEAR THE SOUTH CORNER OF A BRICK PLANTER AROUND A WAR MEMORIAL ED1204'WITH 3 FLAG POLES IN FRONT OF THE TRI-COUNTY TECHNICAL COLLEGE. ED1204'STATION IS A FLANGED ENCASED STAINLESS STEEL ROD MARK WITH AN ALUMINUM ED1204'ACCESS COVER RECESSED 0.2 FOOT AND 12.0 FT ABOVE THE HIGHWAY, 22.0 ED1204'FT SOUTHEAST OF THE CENTER ONE OF THREE FLAGPOLES, 1.0 FOOT SOUTH OF ED1204'THE SOUTH CORNER OF THE BRICK PLANTER, 26.0 FT WEST OF THE CENTER OF ED1204'A METAL LIGHT POST. ED1204'RECOVERED BY R.W. ROBERTS. ED1204 ED1204 STATION RECOVERY (2003) ED1204 ED1204'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1204'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1205 *********************************************************************** ED1205 DESIGNATION - L 202 ED1205 PID - ED1205 ED1205 STATE/COUNTY- SC/ANDERSON ED1205 USGS QUAD - CLEMSON (1980) ED1205 ED1205 *CURRENT SURVEY CONTROL ED1205 ___________________________________________________________________ ED1205* NAD 83(1986)- 34 37 39. (N) 082 46 51. (W) SCALED ED1205* NAVD 88 - 255.192 (meters) 837.24 (feet) ADJUSTED ED1205 ___________________________________________________________________ ED1205 GEOID HEIGHT- -30.77 (meters) GEOID99 ED1205 DYNAMIC HT - 254.931 (meters) 836.39 (feet) COMP ED1205 MODELED GRAV- 979,604.7 (mgal) NAVD 88 ED1205 ED1205 VERT ORDER - FIRST CLASS II ED1205 ED1205.The horizontal coordinates were scaled from a topographic map and have ED1205.an estimated accuracy of +/- 6 seconds. ED1205 ED1205.The orthometric height was determined by differential leveling ED1205.and adjusted by the National Geodetic Survey in June 1991. ED1205 ED1205.The geoid height was determined by GEOID99. ED1205 ED1205.The dynamic height is computed by dividing the NAVD 88 ED1205.geopotential number by the normal gravity value computed on the ED1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1205.degrees latitude (g = 980.6199 gals.). ED1205 ED1205.The modeled gravity was interpolated from observed gravity values. ED1205 ED1205; North East Units Estimated Accuracy ED1205;SPC SC - 311,280. 446,320. MT (+/- 180 meters Scaled) ED1205 ED1205 SUPERSEDED SURVEY CONTROL ED1205 ED1205 NGVD 29 - 255.272 (m) 837.50 (f) ADJUSTED 1 2 ED1205 ED1205.Superseded values are not recommended for survey control. ED1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1205.See file dsdata.txt to determine how the superseded data were derived. ED1205 ED1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU367331(NAD 83) ED1205_MARKER: I = METAL ROD ED1205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED1205_STAMPING: L 202 1983 ED1205_MARK LOGO: NGS ED1205_PROJECTION: FLUSH ED1205_MAGNETIC: I = MARKER IS A STEEL ROD ED1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1205+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 ED1205_ROD/PIPE-DEPTH: 13.0 meters ED1205 ED1205 HISTORY - Date Condition Report By ED1205 HISTORY - 1983 MONUMENTED NGS ED1205 HISTORY - 19920713 GOOD SCGS ED1205 HISTORY - 20030404 GOOD USPSQD ED1205 ED1205 STATION DESCRIPTION ED1205 ED1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1205'8.7 KM (5.4 MI) SE FROM CLEMSON. ED1205'THE MARK IS 0.30 M ABOVE HIGHWAY. ED1205'8.7 KM (5.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1205'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1205'RIGHT, AT THE SOUTHWEST SIDE OF A THREE-TIERED CONCRETE MONUMENT AND ED1205'SIGN (GERRISH MILLIKEN MILL), 12.34 METERS (40.5 FT) SOUTHWEST OF THE ED1205'CENTERLINE OF THE SOUTHEASTBOUND LANE OF HIGHWAY 76, 28, 2.43 METERS ED1205'(8.0 FT) NORTHEAST OF AN ALUMINUM SIGN (GERRISH MILLIKEN PLANT), ED1205'0.46 METER (1.5 FT) SOUTHWEST OF THE CONCRETE BASE OF SIGN AND ED1205'MONUMENT. ED1205 ED1205 STATION RECOVERY (1992) ED1205 ED1205'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1205'STATION IS LOCATED 1.7 MILES SOUTH OF PENDLETON. OWNERSHIP--SCDHPT, ED1205'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED1205'803-737-1350. ED1205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 187 AND ED1205'U.S. HIGHWAY 76, 1.95 MILES SOUTH OF PENDLETON, GO NORTH NORTHWEST ON ED1205'HIGHWAYS 28 AND 76 FOR 0.2 MILE TO THE STATION ON THE LEFT NEAR THE ED1205'BASE OF A GRANITE SIGN (MILLIKEN GERRISH PLANT) IN A GRASSY TRIANGLE ED1205'ENTRANCE FOR THE PLANT. ED1205'STATION IS A FLANGED ENCASED STAINLESS STEEL ROD MARK WITH AN ALUMINUM ED1205'ACCESS COVER FLUSH WITH THE GROUND AND 0.5 FOOT ABOVE THE HIGHWAY, 1.4 ED1205'FT WEST SOUTHWEST OF THE WEST SOUTHWEST END OF THE BASE OF THE ED1205'GRANITE SIGN, 8.1 FT EAST NORTHEAST OF THE EAST NORTHEAST END OF AN ED1205'ALUMINUM SIGN (GERRISH MILLIKEN), 40.6 FT WEST SOUTHWEST OF THE ED1205'CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 36.0 FT NORTH ED1205'NORTHEAST OF THE NORTH NORTHEAST EDGE OF THE CURB AT THE SOUTH ED1205'ENTRANCE TO THE PLANT, 34.0 FT SOUTHEAST OF THE SOUTH SOUTHWEST EDGE ED1205'OF THE CURB AT THE NORTH ENTRANCE TO THE PLANT. ED1205'RECOVERED BY R.W. ROBERTS. ED1205 ED1205 STATION RECOVERY (2003) ED1205 ED1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1205'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED2622 *********************************************************************** ED2622 DESIGNATION - LA FRANCE RIEGEL TK ED2622 PID - ED2622 ED2622 STATE/COUNTY- SC/ANDERSON ED2622 USGS QUAD - LA FRANCE (1980) ED2622 ED2622 *CURRENT SURVEY CONTROL ED2622 ___________________________________________________________________ ED2622* NAD 83(1986)- 34 36 51.69506(N) 082 46 09.26840(W) ADJUSTED ED2622* NAVD 88 - ED2622 ___________________________________________________________________ ED2622 LAPLACE CORR- 0.32 (seconds) DEFLEC99 ED2622 GEOID HEIGHT- -30.74 (meters) GEOID99 ED2622 ED2622 HORZ ORDER - THIRD ED2622 ED2622.The North Carolina/South Carolina HARNS have been completed but, ED2622.due to contractual restrictions, coordinates for these stations ED2622.will NOT be published in the near future. In the interim, the ED2622.published coordinates in North and South Carolina will not be ED2622.consistent with the Continuously Operating Reference Stations ED2622.(CORS). The HARN coordinates for these stations are available ED2622.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2622.Lapine(803-896-7700). ED2622. ED2622.In addition, the published North and South Carolina positions ED2622.(NAD 83 (1986)) are NOT consistent with those determined in ED2622.adjacent state readjustments. The discontinuity between stations ED2622.located in North or South Carolina and those in adjacent states ED2622.which have been adjusted to the HARN may be as much as 5 ED2622.decimeters. This will result in a significant loss of accuracy ED2622.over lines crossing such state borders. ED2622 ED2622 ED2622.The horizontal coordinates were established by classical geodetic methods ED2622.and adjusted by the National Geodetic Survey in July 1986. ED2622 ED2622 ED2622.The Laplace correction was computed from DEFLEC99 derived deflections. ED2622 ED2622.The geoid height was determined by GEOID99. ED2622 ED2622; North East Units Scale Converg. ED2622;SPC SC - 309,803.966 447,354.483 MT 0.99992954 -0 58 51.1 ED2622;SPC SC - 1,016,417.21 1,467,698.44 iFT 0.99992954 -0 58 51.1 ED2622;UTM 17 - 3,831,701.298 337,790.811 MT 0.99992432 -1 00 18.9 ED2622 ED2622 SUPERSEDED SURVEY CONTROL ED2622 ED2622 NAD 27 - 34 36 51.31243(N) 082 46 09.76266(W) AD( ) 3 ED2622 ED2622.Superseded values are not recommended for survey control. ED2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2622.See file dsdata.txt to determine how the superseded data were derived. ED2622 ED2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3779131701(NAD 83) ED2622_MARKER: 53 = ELEVATED TANK ED2622_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2622+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 ED2622 ED2622 HISTORY - Date Condition Report By ED2622 HISTORY - 1981 FIRST OBSERVED NGS ED2622 HISTORY - 20030404 GOOD USPSQD ED2622 ED2622 STATION DESCRIPTION ED2622 ED2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2622'THE STATION, IS THE APEX OF THE VENT, OF THE FOUR LEGGED, WHITE, ED2622'DOME SHAPED TOP, TANK THAT HAS THE RIEGEL TEXTILE LOGO ED2622'ON THE SIDE. IT IS APPROXIMATELY 37 METERS (120 FT) HIGH. ED2622'OWNERSHIP--RIEGEL TEXTILE CORPORATION, LA FRANCE SC. ED2622' ED2622'THE STATION IS LOCATED 0.2 KM (0.1 MI) EAST OF U.S. HIGHWAY ED2622'76, IN THE WEST EDGE OF LA FRANCE, NEAR THE WEST END OF THE ED2622'RIEGEL TEXTILE PLANT. ED2622 ED2622 STATION RECOVERY (2003) ED2622 ED2622'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED2622'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1206 *********************************************************************** ED1206 DESIGNATION - M 202 ED1206 PID - ED1206 ED1206 STATE/COUNTY- SC/ANDERSON ED1206 USGS QUAD - LA FRANCE (1980) ED1206 ED1206 *CURRENT SURVEY CONTROL ED1206 ___________________________________________________________________ ED1206* NAD 83(1986)- 34 36 42. (N) 082 46 09. (W) SCALED ED1206* NAVD 88 - 243.151 (meters) 797.74 (feet) ADJUSTED ED1206 ___________________________________________________________________ ED1206 GEOID HEIGHT- -30.73 (meters) GEOID99 ED1206 DYNAMIC HT - 242.902 (meters) 796.92 (feet) COMP ED1206 MODELED GRAV- 979,605.9 (mgal) NAVD 88 ED1206 ED1206 VERT ORDER - FIRST CLASS II ED1206 ED1206.The horizontal coordinates were scaled from a topographic map and have ED1206.an estimated accuracy of +/- 6 seconds. ED1206 ED1206.The orthometric height was determined by differential leveling ED1206.and adjusted by the National Geodetic Survey in June 1991. ED1206 ED1206.The geoid height was determined by GEOID99. ED1206 ED1206.The dynamic height is computed by dividing the NAVD 88 ED1206.geopotential number by the normal gravity value computed on the ED1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1206.degrees latitude (g = 980.6199 gals.). ED1206 ED1206.The modeled gravity was interpolated from observed gravity values. ED1206 ED1206; North East Units Estimated Accuracy ED1206;SPC SC - 309,510. 447,360. MT (+/- 180 meters Scaled) ED1206 ED1206 SUPERSEDED SURVEY CONTROL ED1206 ED1206 NGVD 29 - 243.235 (m) 798.01 (f) ADJUSTED 1 2 ED1206 ED1206.Superseded values are not recommended for survey control. ED1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1206.See file dsdata.txt to determine how the superseded data were derived. ED1206 ED1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU377314(NAD 83) ED1206_MARKER: I = METAL ROD ED1206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL ED1206+WITH SETTING: INFORMATION. ED1206_STAMPING: M 202 1983 ED1206_MARK LOGO: NGS ED1206_PROJECTION: FLUSH ED1206_MAGNETIC: I = MARKER IS A STEEL ROD ED1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1206+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 ED1206_ROD/PIPE-DEPTH: 2.5 meters ED1206 ED1206 HISTORY - Date Condition Report By ED1206 HISTORY - 1983 MONUMENTED NGS ED1206 HISTORY - 19920713 GOOD SCGS ED1206 HISTORY - 20030404 GOOD USPSQD ED1206 ED1206 STATION DESCRIPTION ED1206 ED1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1206'10.6 KM (6.6 MI) SE FROM CLEMSON. ED1206'THE MARK IS 0.18 M ABOVE HIGHWAY. ED1206'10.6 KM (6.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1206'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1206'RIGHT, AT THE EAST CORNER POST OF A CHAIN LINK FENCE AROUND A GOLF ED1206'COURSE, 10.97 METERS (36.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ED1206'SOUTHEASTBOUND LANE OF HIGHWAY 76, 28, 8.44 METERS (27.7 FT) NORTHWEST ED1206'OF THE NORTHWEST EDGE OF THE CONCRETE DRIVEWAY LEADING TO A SINGLE ED1206'STORY BRICK HOUSE, 33.52 METERS (110.0 FT) NORTH OF THE NORTH CORNER ED1206'OF THE SINGLE STORY BRICK HOUSE, 0.36 METER (1.2 FT) NORTHEAST OF THE ED1206'EAST CORNER POST OF THE CHAIN LINK FENCE. NOTE--SEVERAL ATTEMPTS WERE ED1206'MADE TO DRIVE THE ROD, IT WAS DRIVEN TO REFUSAL. ED1206'THE MARK IS 0.40 METERS E FROM A WITNESS POST. ED1206 ED1206 STATION RECOVERY (1992) ED1206 ED1206'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1206'STATION IS LOCATED 2.95 MILES SOUTH SOUTHEAST OF PENDLETON. ED1206'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, ED1206'COLUMBIA, SC 29202, PHONE 803-737-1350. ED1206'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 187 AND ED1206'U.S. HIGHWAY 76, 1.95 MILES SOUTH OF PENDLETON, GO SOUTH SOUTHEAST ON ED1206'HIGHWAYS 76 AND 28 FOR 1.0 MILE TO THE STATION NEAR A CHAIN LINK FENCE ED1206'CORNER (FENCE SURROUNDS A GOLF COURSE) IN THE WEST ANGLE OF A ED1206'CONCRETE DRIVE LEADING TO A BRICK HOUSE (THE BRIDAL AND FORMAL SHOPPE ED1206'OF PENDLETON). ED1206'STATION IS A FLANGED ENCASED STAINLESS STEEL ROD MARK WITH AN ALUMINUM ED1206'ACCESS COVER RECESSED 0.1 FOOT AND 0.3 FOOTABOVE THE HIGHWAY, 32.6 ED1206'FT SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, ED1206'1.3 FT NORTHEAST OF THE EAST FENCE CORNER POST, 10.5 FT SOUTHEAST ED1206'OF A POWER POLE WITH TWO GUY WIRES, 31.0 FT NORTH NORTHWEST OF THE ED1206'CENTER OF THE CONCRETE DRIVEWAY, 1.3 FT EAST OF A WITNESS POST. ED1206'RECOVERED BY R.W. ROBERTS. ED1206 ED1206 STATION RECOVERY (2003) ED1206 ED1206'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1206'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1207 *********************************************************************** ED1207 DESIGNATION - N 202 ED1207 PID - ED1207 ED1207 STATE/COUNTY- SC/ANDERSON ED1207 USGS QUAD - LA FRANCE (1980) ED1207 ED1207 *CURRENT SURVEY CONTROL ED1207 ___________________________________________________________________ ED1207* NAD 83(1986)- 34 36 18. (N) 082 45 45. (W) SCALED ED1207* NAVD 88 - 215.100 (meters) 705.71 (feet) ADJUSTED ED1207 ___________________________________________________________________ ED1207 GEOID HEIGHT- -30.72 (meters) GEOID99 ED1207 DYNAMIC HT - 214.879 (meters) 704.98 (feet) COMP ED1207 MODELED GRAV- 979,606.3 (mgal) NAVD 88 ED1207 ED1207 VERT ORDER - FIRST CLASS II ED1207 ED1207.The horizontal coordinates were scaled from a topographic map and have ED1207.an estimated accuracy of +/- 6 seconds. ED1207 ED1207.The orthometric height was determined by differential leveling ED1207.and adjusted by the National Geodetic Survey in June 1991. ED1207 ED1207.The geoid height was determined by GEOID99. ED1207 ED1207.The dynamic height is computed by dividing the NAVD 88 ED1207.geopotential number by the normal gravity value computed on the ED1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1207.degrees latitude (g = 980.6199 gals.). ED1207 ED1207.The modeled gravity was interpolated from observed gravity values. ED1207 ED1207; North East Units Estimated Accuracy ED1207;SPC SC - 308,760. 447,960. MT (+/- 180 meters Scaled) ED1207 ED1207 SUPERSEDED SURVEY CONTROL ED1207 ED1207 NGVD 29 - 215.185 (m) 705.99 (f) ADJUSTED 1 2 ED1207 ED1207.Superseded values are not recommended for survey control. ED1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1207.See file dsdata.txt to determine how the superseded data were derived. ED1207 ED1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU383306(NAD 83) ED1207_MARKER: DB = BENCH MARK DISK ED1207_SETTING: 38 = BRIDGE ABUTMENT ED1207_STAMPING: N 202 1983 ED1207_MARK LOGO: NGS ED1207_MAGNETIC: N = NO MAGNETIC MATERIAL ED1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1207+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992 ED1207 ED1207 HISTORY - Date Condition Report By ED1207 HISTORY - 1983 MONUMENTED NGS ED1207 HISTORY - 19920713 GOOD SCGS ED1207 HISTORY - 20030404 GOOD USPSQD ED1207 ED1207 STATION DESCRIPTION ED1207 ED1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1207'11.7 KM (7.3 MI) SE FROM CLEMSON. ED1207'THE MARK IS 0.18 M ABOVE HIGHWAY. ED1207'11.7 KM (7.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 28 ED1207'FROM THE JUNCTION OF U.S. HIGHWAY 123 IN CLEMSON TO THE MARK ON THE ED1207'RIGHT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURBING OF THE ED1207'HIGHWAY BRIDGE OVER THREE AND TWENTY MILLWEE CREEK, 4.87 METERS ED1207'(16.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.24 METER ED1207'(0.8 FT) NORTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ED1207'GUARDRAIL OF THE BRIDGE. ED1207'THE MARK IS 0.25 METERS NE FROM A WITNESS POST. ED1207 ED1207 STATION RECOVERY (1992) ED1207 ED1207'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1207'STATION IS LOCATED 3.5 MILES SOUTH SOUTHEAST OF PENDLETON. ED1207'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, ED1207'COLUMBIA, SC 29202, PHONE 803-737-1350. ED1207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28, 187 AND ED1207'U.S. HIGHWAY 76, 1.95 MILES SOUTH OF PENDLETON, GO SOUTH SOUTHEAST ON ED1207'HIGHWAYS 76 AND 28 FOR 1.65 MILES TO THE STATION ON THE RIGHT AT THE ED1207'SOUTH CORNER OF THE BRIDGE OVER THREE AND TWENTY MILLWEE CREEK. ED1207'STATION IS A DRILL MARK IN CURB OF BRIDGE AND 0.8 FOOT ABOVE THE ED1207'HIGHWAY, 0.7 FOOT NORTH OF THE EAST CORNER OF THE THE CONCRETE RAILING ED1207'OF THE BRIDGE, 15.6 FT SOUTHWEST OF THE EASTBOUND LANES OF THE ED1207'HIGHWAY, 0.7 FOOT NORTH OF A WITNESS POST. ED1207'RECOVERED BY R.W. ROBERTS. ED1207 ED1207 STATION RECOVERY (2003) ED1207 ED1207'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED1207'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED0343 *********************************************************************** ED0343 DESIGNATION - N 6 ED0343 PID - ED0343 ED0343 STATE/COUNTY- SC/ANDERSON ED0343 USGS QUAD - ANDERSON NORTH (1983) ED0343 ED0343 *CURRENT SURVEY CONTROL ED0343 ___________________________________________________________________ ED0343* NAD 83(1986)- 34 33 52. (N) 082 43 41. (W) SCALED ED0343* NAVD 88 - 221.010 (meters) 725.10 (feet) ADJUSTED ED0343 ___________________________________________________________________ ED0343 GEOID HEIGHT- -30.62 (meters) GEOID99 ED0343 DYNAMIC HT - 220.784 (meters) 724.36 (feet) COMP ED0343 MODELED GRAV- 979,607.7 (mgal) NAVD 88 ED0343 ED0343 VERT ORDER - FIRST CLASS II ED0343 ED0343.The horizontal coordinates were scaled from a topographic map and have ED0343.an estimated accuracy of +/- 6 seconds. ED0343 ED0343.The orthometric height was determined by differential leveling ED0343.and adjusted by the National Geodetic Survey in June 1991. ED0343 ED0343.The geoid height was determined by GEOID99. ED0343 ED0343.The dynamic height is computed by dividing the NAVD 88 ED0343.geopotential number by the normal gravity value computed on the ED0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED0343.degrees latitude (g = 980.6199 gals.). ED0343 ED0343.The modeled gravity was interpolated from observed gravity values. ED0343 ED0343; North East Units Estimated Accuracy ED0343;SPC SC - 304,200. 451,040. MT (+/- 180 meters Scaled) ED0343 ED0343 SUPERSEDED SURVEY CONTROL ED0343 ED0343 NGVD 29 - 221.105 (m) 725.41 (f) ADJ UNCH 1 2 ED0343 ED0343.Superseded values are not recommended for survey control. ED0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED0343.See file dsdata.txt to determine how the superseded data were derived. ED0343 ED0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU414261(NAD 83) ED0343_MARKER: DB = BENCH MARK DISK ED0343_SETTING: 36 = BRIDGE ED0343_STAMPING: 725.441 N 6 1933 ED0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED0343+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED0343 ED0343 HISTORY - Date Condition Report By ED0343 HISTORY - 1933 MONUMENTED CGS ED0343 HISTORY - 1934 GOOD NGS ED0343 HISTORY - 1983 GOOD NGS ED0343 HISTORY - 20030322 GOOD USPSQD ED0343 ED0343 STATION DESCRIPTION ED0343 ED0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 ED0343'1 MI SW FROM DENVER. ED0343'1.0 MILE SOUTHEAST ALONG THE BLUE RIDGE RAILWAY FROM DENVER, ED0343'ANDERSON COUNTY, AT MILEAGE 16.3, AT THE VIADUCT OVER TWENTY-SIX ED0343'MILE CREEK, IN THE NORTH ABUTMENT, 2 FEET SOUTH OF THE NORTH ED0343'EDGE, 4 FEET WEST OF THE WEST RAIL, 1/2 FOOT LOWER THAN THE RAIL. ED0343 ED0343 STATION RECOVERY (1983) ED0343 ED0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 ED0343'CHANGE BLUE RIDGE RAILWAY TO SOUTHERN RAILROAD. ED0343 ED0343 STATION RECOVERY (2003) ED0343 ED0343'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED0343'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED2609 *********************************************************************** ED2609 DESIGNATION - PENDLETON MUN TANK ED2609 PID - ED2609 ED2609 STATE/COUNTY- SC/ANDERSON ED2609 USGS QUAD - CLEMSON (1980) ED2609 ED2609 *CURRENT SURVEY CONTROL ED2609 ___________________________________________________________________ ED2609* NAD 83(1986)- 34 39 08.68733(N) 082 46 58.47018(W) ADJUSTED ED2609* NAVD 88 - ED2609 ___________________________________________________________________ ED2609 LAPLACE CORR- 0.58 (seconds) DEFLEC99 ED2609 GEOID HEIGHT- -30.81 (meters) GEOID99 ED2609 ED2609 HORZ ORDER - THIRD ED2609 ED2609.The North Carolina/South Carolina HARNS have been completed but, ED2609.due to contractual restrictions, coordinates for these stations ED2609.will NOT be published in the near future. In the interim, the ED2609.published coordinates in North and South Carolina will not be ED2609.consistent with the Continuously Operating Reference Stations ED2609.(CORS). The HARN coordinates for these stations are available ED2609.upon request. Contact Gary Thompson(919-733-3836), or Lewis ED2609.Lapine(803-896-7700). ED2609. ED2609.In addition, the published North and South Carolina positions ED2609.(NAD 83 (1986)) are NOT consistent with those determined in ED2609.adjacent state readjustments. The discontinuity between stations ED2609.located in North or South Carolina and those in adjacent states ED2609.which have been adjusted to the HARN may be as much as 5 ED2609.decimeters. This will result in a significant loss of accuracy ED2609.over lines crossing such state borders. ED2609 ED2609 ED2609.The horizontal coordinates were established by classical geodetic methods ED2609.and adjusted by the National Geodetic Survey in July 1986. ED2609 ED2609 ED2609.The Laplace correction was computed from DEFLEC99 derived deflections. ED2609 ED2609.The geoid height was determined by GEOID99. ED2609 ED2609; North East Units Scale Converg. ED2609;SPC SC - 314,046.015 446,174.099 MT 0.99994073 -0 59 18.4 ED2609;SPC SC - 1,030,334.69 1,463,825.78 iFT 0.99994073 -0 59 18.4 ED2609;UTM 17 - 3,835,943.825 336,612.284 MT 0.99992904 -1 00 50.3 ED2609 ED2609 SUPERSEDED SURVEY CONTROL ED2609 ED2609 NAD 27 - 34 39 08.30132(N) 082 46 58.95952(W) AD( ) 3 ED2609 ED2609.Superseded values are not recommended for survey control. ED2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2609.See file dsdata.txt to determine how the superseded data were derived. ED2609 ED2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3661235944(NAD 83) ED2609_MARKER: 53 = ELEVATED TANK ED2609_MAGNETIC: O = OTHER; SEE DESCRIPTION ED2609 ED2609 HISTORY - Date Condition Report By ED2609 HISTORY - 1981 FIRST OBSERVED NGS ED2609 HISTORY - 20030321 GOOD USPSQD ED2609 ED2609 STATION DESCRIPTION ED2609 ED2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN) ED2609'THE STATION, IS THE BALL TOP CENTER OF THE SILVER, FOUR LEGGED, ED2609'CONICAL SHAPED TOP TANK THAT IS 32 METERS (105 FT HIGH). ED2609' ED2609'THE STATION IS LOCATED 100 METERS (300 FT) NORTH ED2609'OF STATE HIGHWAY 88, 100 METERS (300 FT) EAST OF STATE HIGHWAY ED2609'28, BEHIND THE DUKE POWER OFFICE, IN THE NORTH CENTRAL PART ED2609'OF PENDLETON. ED2609'OWNERSHIP--CITY OF PENDLETON, PENDLETON SC. ED2609 ED2609 STATION RECOVERY (2003) ED2609 ED2609'RECOVERY NOTE BY US POWER SQUADRON 2003 (HB) ED2609'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1209 *********************************************************************** ED1209 DESIGNATION - Q 202 ED1209 PID - ED1209 ED1209 STATE/COUNTY- SC/ANDERSON ED1209 USGS QUAD - ANDERSON NORTH (1983) ED1209 ED1209 *CURRENT SURVEY CONTROL ED1209 ___________________________________________________________________ ED1209* NAD 83(1986)- 34 35 02. (N) 082 44 13. (W) SCALED ED1209* NAVD 88 - 225.675 (meters) 740.40 (feet) ADJUSTED ED1209 ___________________________________________________________________ ED1209 GEOID HEIGHT- -30.67 (meters) GEOID99 ED1209 DYNAMIC HT - 225.444 (meters) 739.64 (feet) COMP ED1209 MODELED GRAV- 979,607.3 (mgal) NAVD 88 ED1209 ED1209 VERT ORDER - FIRST CLASS II ED1209 ED1209.The horizontal coordinates were scaled from a topographic map and have ED1209.an estimated accuracy of +/- 6 seconds. ED1209 ED1209.The orthometric height was determined by differential leveling ED1209.and adjusted by the National Geodetic Survey in June 1991. ED1209 ED1209.The geoid height was determined by GEOID99. ED1209 ED1209.The dynamic height is computed by dividing the NAVD 88 ED1209.geopotential number by the normal gravity value computed on the ED1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1209.degrees latitude (g = 980.6199 gals.). ED1209 ED1209.The modeled gravity was interpolated from observed gravity values. ED1209 ED1209; North East Units Estimated Accuracy ED1209;SPC SC - 306,370. 450,260. MT (+/- 180 meters Scaled) ED1209 ED1209 SUPERSEDED SURVEY CONTROL ED1209 ED1209 NGVD 29 - 225.768 (m) 740.71 (f) ADJUSTED 1 2 ED1209 ED1209.Superseded values are not recommended for survey control. ED1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1209.See file dsdata.txt to determine how the superseded data were derived. ED1209 ED1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU406282(NAD 83) ED1209_MARKER: I = METAL ROD ED1209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED1209_STAMPING: Q 202 1983 ED1209_MARK LOGO: NGS ED1209_PROJECTION: FLUSH ED1209_MAGNETIC: I = MARKER IS A STEEL ROD ED1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1209+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1209_ROD/PIPE-DEPTH: 13.2 meters ED1209 ED1209 HISTORY - Date Condition Report By ED1209 HISTORY - 1983 MONUMENTED NGS ED1209 HISTORY - 19920701 GOOD SCGS ED1209 HISTORY - 20030322 GOOD USPSQD ED1209 ED1209 STATION DESCRIPTION ED1209 ED1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1209'13.7 KM (8.5 MI) NW FROM ANDERSON. ED1209'THE MARK IS 4.57 M ABOVE HIGHWAY. ED1209'13.7 KM (8.5 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE ANDERSON ED1209'COUNTY COURTHOUSE IN ANDERSON TO THE MARK ON THE RIGHT, AT THE ED1209'SOUTHWEST CORNER OF A STEEL TOWER LEG OF A HIGH POWER ELECTRICAL ED1209'TRANSMISSION LINE, 49.07 METERS (161.0 FT) NORTH-NORTHEAST OF THE ED1209'SOUTHEASTBOUND LANE OF THE HIGHWAY, 2.30 METERS (7.5 FT) NORTHEAST OF ED1209'THE SOUTHWEST STEEL LEG OF THE POWER LINE. ED1209'THE MARK IS 1.72 METERS SW FROM A WITNESS POST. ED1209 ED1209 STATION RECOVERY (1992) ED1209 ED1209'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1209'STATION IS LOCATED 7.4 MILES NORTHWEST OF ANDERSON, ED1209'5.5 MILES SOUTHEAST ED1209'OF PENDLETON. OWERNSHIP--POWER LINE RIGHT OF WAY. ED1209'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 76, ED1209'STATE HIGHWAY 28 AND INTERSTATE 85, 6.05 MILE NORTHWEST OF ANDERSON, ED1209'GO NORTH NORTHWEST ON HIGHWAYS 76 AND 28 FOR 1.7 MILES TO A MAJOR ED1209'POWER LINE CROSSING, CONTINUE ON HIGHWAYS 28 AND 76 FOR 0.05 MILE TO A ED1209'DIM GRASS ROAD RIGHT LEADING TO THE POWER LINE RIGHT OF WAY, TURN ED1209'RIGHT ON THE ROAD FOR 0.05 MILE TO A POWER LINE TOWER AND THE STATION ED1209'NEAR THE SOUTHWEST LEG. ED1209'STATION IS A FLANGED ENCASED STAINLESS STEEL ROD MARK WITH AN ALUMINUM ED1209'ACCESS COVER RECESSED 0.5 FOOT, 7.2 FT NORTHEAST OF THE SOUTHWEST ED1209'LEG, 24.2 FT SOUTH SOUTHEAST OF THE NORTHWEST LEG OF THE TOWER, 5.9 ED1209'FT SOUTH SOUTHWEST OF A WITNESS POST. ED1209'RECOVERED BY R.W. ROBERTS. ED1209 ED1209 STATION RECOVERY (2003) ED1209 ED1209'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED1209'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1210 *********************************************************************** ED1210 DESIGNATION - R 202 ED1210 PID - ED1210 ED1210 STATE/COUNTY- SC/ANDERSON ED1210 USGS QUAD - ANDERSON NORTH (1983) ED1210 ED1210 *CURRENT SURVEY CONTROL ED1210 ___________________________________________________________________ ED1210* NAD 83(1986)- 34 34 52. (N) 082 43 21. (W) SCALED ED1210* NAVD 88 - 254.897 (meters) 836.27 (feet) ADJUSTED ED1210 ___________________________________________________________________ ED1210 GEOID HEIGHT- -30.66 (meters) GEOID99 ED1210 DYNAMIC HT - 254.637 (meters) 835.42 (feet) COMP ED1210 MODELED GRAV- 979,607.4 (mgal) NAVD 88 ED1210 ED1210 VERT ORDER - FIRST CLASS II ED1210 ED1210.The horizontal coordinates were scaled from a topographic map and have ED1210.an estimated accuracy of +/- 6 seconds. ED1210 ED1210.The orthometric height was determined by differential leveling ED1210.and adjusted by the National Geodetic Survey in June 1991. ED1210 ED1210.The geoid height was determined by GEOID99. ED1210 ED1210.The dynamic height is computed by dividing the NAVD 88 ED1210.geopotential number by the normal gravity value computed on the ED1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1210.degrees latitude (g = 980.6199 gals.). ED1210 ED1210.The modeled gravity was interpolated from observed gravity values. ED1210 ED1210; North East Units Estimated Accuracy ED1210;SPC SC - 306,040. 451,580. MT (+/- 180 meters Scaled) ED1210 ED1210 SUPERSEDED SURVEY CONTROL ED1210 ED1210 NGVD 29 - 254.994 (m) 836.59 (f) ADJUSTED 1 2 ED1210 ED1210.Superseded values are not recommended for survey control. ED1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1210.See file dsdata.txt to determine how the superseded data were derived. ED1210 ED1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU420279(NAD 83) ED1210_MARKER: I = METAL ROD ED1210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED1210_STAMPING: R 202 1983 ED1210_MARK LOGO: NGS ED1210_PROJECTION: FLUSH ED1210_MAGNETIC: I = MARKER IS A STEEL ROD ED1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1210+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1210_ROD/PIPE-DEPTH: 6.1 meters ED1210 ED1210 HISTORY - Date Condition Report By ED1210 HISTORY - 1983 MONUMENTED NGS ED1210 HISTORY - 19920701 GOOD SCGS ED1210 HISTORY - 20030322 GOOD USPSQD ED1210 ED1210 STATION DESCRIPTION ED1210 ED1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1210'12.1 KM (7.5 MI) NW FROM ANDERSON. ED1210'THE MARK IS 1.52 M ABOVE HIGHWAY. ED1210'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE ANDERSON ED1210'COUNTY COURTHOUSE IN ANDERSON TO THE MARK ON THE RIGHT, ON THE ED1210'NORTH-NORTHEAST SIDE OF A UTILITY POLE AND ON THE SOUTH-SOUTHWEST SIDE ED1210'OF A SMALL CEMETERY, 12.80 METERS (42.0 FT) NORTH-NORTHEAST OF THE ED1210'CENTERLINE OF THE SOUTHEASTBOUND LANE OF THE HIGHWAY, 58.82 METERS ED1210'(19.30 FT) EAST OF THE CENTERLINE OF COUNTY ROAD S-4-191 (EAST VIEW ED1210'ROAD), 12.10 METERS (39.7 FT) SOUTH-SOUTHEAST OF A GRANITE HEADSTONE ED1210'FOR KATHY ANN BARKER, 1.05 METERS (3.4 FT) NORTH-NORTHEAST OF A ED1210'UTILITY POLE. ED1210'THE MARK IS 0.90 METERS SSW FROM A WITNESS POST. ED1210 ED1210 STATION RECOVERY (1992) ED1210 ED1210'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1210'STATION IS LOCATED 6.8 MILES NORTHWEST OF ANDERSON, ED1210'6.05 MILES SOUTHEAST ED1210'OF PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. ED1210'BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. ED1210'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 76, ED1210'STATE HIGHWAY 28 AND INTERSTATE 85, 6.05 MILE NORTHWEST OF ANDERSON, ED1210'GO NORTH NORTHWEST ON HIGHWAYS 76 AND 28 FOR 0.85 MILE TO THE JUNCTION ED1210'OF STATE ROAD 161, CONTINUE ON HIGHWAYS 28 AND 76 FOR 0.1 MILE TO THE ED1210'STATION ON RIGHT NEAR A POWER POLE AT THE EDGE OF A CEMETARY AT AN ED1210'ABANDONED CHURCH. ED1210'STATION IS A FLANGED ENCASED STAINLESS STEEL ROD MARK WITH AN ALUMINUM ED1210'ACCESS COVER RECESSED 0.2 FOOT AND 4.0 FT ABOVE THE HIGHWAY, 41.1 ED1210'FT NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 3.0 ED1210'FT NORTH NORTHEAST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ED1210'ATTACHED, 167.6 FT EAST OF A FIRE HYDRANT, 33.1 FT SOUTH SOUTHWEST ED1210'OF THE SOUTHEAST CORNER OF THE GRANITE COPING AROUND THE KATHY ANN ED1210'BARKER CEMETARY PLOT, 201.0 FT WEST OF THE SOUTHWEST CORNER OF THE ED1210'WOOD-SIDED CHURCH, 3.4 FT NORTH NORTHEAST OF A WITNESS POST. ED1210'RECOVERED BY R.W. ROBERTS. ED1210 ED1210 STATION RECOVERY (2003) ED1210 ED1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED1210'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1211 *********************************************************************** ED1211 DESIGNATION - S 202 ED1211 PID - ED1211 ED1211 STATE/COUNTY- SC/ANDERSON ED1211 USGS QUAD - ANDERSON NORTH (1983) ED1211 ED1211 *CURRENT SURVEY CONTROL ED1211 ___________________________________________________________________ ED1211* NAD 83(1986)- 34 34 24. (N) 082 42 43. (W) SCALED ED1211* NAVD 88 - 223.245 (meters) 732.43 (feet) ADJUSTED ED1211 ___________________________________________________________________ ED1211 GEOID HEIGHT- -30.64 (meters) GEOID99 ED1211 DYNAMIC HT - 223.016 (meters) 731.68 (feet) COMP ED1211 MODELED GRAV- 979,607.6 (mgal) NAVD 88 ED1211 ED1211 VERT ORDER - FIRST CLASS II ED1211 ED1211.The horizontal coordinates were scaled from a topographic map and have ED1211.an estimated accuracy of +/- 6 seconds. ED1211 ED1211.The orthometric height was determined by differential leveling ED1211.and adjusted by the National Geodetic Survey in June 1991. ED1211 ED1211.The geoid height was determined by GEOID99. ED1211 ED1211.The dynamic height is computed by dividing the NAVD 88 ED1211.geopotential number by the normal gravity value computed on the ED1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1211.degrees latitude (g = 980.6199 gals.). ED1211 ED1211.The modeled gravity was interpolated from observed gravity values. ED1211 ED1211; North East Units Estimated Accuracy ED1211;SPC SC - 305,170. 452,530. MT (+/- 180 meters Scaled) ED1211 ED1211 SUPERSEDED SURVEY CONTROL ED1211 ED1211 NGVD 29 - 223.343 (m) 732.75 (f) ADJUSTED 1 2 ED1211 ED1211.Superseded values are not recommended for survey control. ED1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1211.See file dsdata.txt to determine how the superseded data were derived. ED1211 ED1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU429270(NAD 83) ED1211_MARKER: DB = BENCH MARK DISK ED1211_SETTING: 38 = BRIDGE ABUTMENT ED1211_STAMPING: S 202 1983 ED1211_MARK LOGO: NGS ED1211_MAGNETIC: N = NO MAGNETIC MATERIAL ED1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1211+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1211 ED1211 HISTORY - Date Condition Report By ED1211 HISTORY - 1983 MONUMENTED NGS ED1211 HISTORY - 19920701 GOOD SCGS ED1211 HISTORY - 20030322 GOOD USPSQD ED1211 ED1211 STATION DESCRIPTION ED1211 ED1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1211'10.6 KM (6.6 MI) NW FROM ANDERSON. ED1211'THE MARK IS 0.30 M ABOVE HIGHWAY. ED1211'10.6 (6.6 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE ANDERSON ED1211'COUNTY COURTHOUSE IN ANDERSON TO THE MARK ON THE LEFT, IN TOP OF THE ED1211'NORTH END OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER INTERSTATE ED1211'85, 7.60 (24.9 FT) SOUTHWEST OF THE CENTER ONE OF THREE ED1211'SOUTHEASTBOUND LANES OF THE HIGHWAY, 1.25 METERS (4.1 FT) SOUTHWEST ED1211'OF A STEEL GUARDRAIL. ED1211'THE MARK IS 1.00 METERS S FROM A WITNESS POST. ED1211 ED1211 STATION RECOVERY (1992) ED1211 ED1211'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1211'STATION IS LOCATED IN THE WINGWALL AT THE WEST CORNER OF THE EASTBOUND ED1211'LANE OVERPASS OF U.S. HIGHWAY 76 AND STATE HIGHWAY 28 OVER INTERSTATE ED1211'85, 6.05 MILES NORTHWEST OF ANDERSON, 6.85 MILES SOUTHEAST OF ED1211'PENDLETON. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX ED1211'191, COLUMBIA, SC 29202, PHONE 803-737-1350. ED1211'STATION IS A DRILL MARK IN WINGWALL OF OVERPASS AND 0.6 FOOT ABOVE THE ED1211'HIGHWAY, 3.2 FT SOUTH SOUTHWEST OF A WITNESS POST ED1211'NOTE-DIFFICULT TRIPOD FOR GPS OBSERVATIONS. ED1211'RECOVERED BY R.W. ROBERTS. ED1211 ED1211 STATION RECOVERY (2003) ED1211 ED1211'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED1211'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1212 *********************************************************************** ED1212 DESIGNATION - T 202 ED1212 PID - ED1212 ED1212 STATE/COUNTY- SC/ANDERSON ED1212 USGS QUAD - ANDERSON NORTH (1983) ED1212 ED1212 *CURRENT SURVEY CONTROL ED1212 ___________________________________________________________________ ED1212* NAD 83(1986)- 34 33 58. (N) 082 42 25. (W) SCALED ED1212* NAVD 88 - 205.720 (meters) 674.93 (feet) ADJUSTED ED1212 ___________________________________________________________________ ED1212 GEOID HEIGHT- -30.62 (meters) GEOID99 ED1212 DYNAMIC HT - 205.509 (meters) 674.24 (feet) COMP ED1212 MODELED GRAV- 979,607.7 (mgal) NAVD 88 ED1212 ED1212 VERT ORDER - FIRST CLASS II ED1212 ED1212.The horizontal coordinates were scaled from a topographic map and have ED1212.an estimated accuracy of +/- 6 seconds. ED1212 ED1212.The orthometric height was determined by differential leveling ED1212.and adjusted by the National Geodetic Survey in June 1991. ED1212 ED1212.The geoid height was determined by GEOID99. ED1212 ED1212.The dynamic height is computed by dividing the NAVD 88 ED1212.geopotential number by the normal gravity value computed on the ED1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1212.degrees latitude (g = 980.6199 gals.). ED1212 ED1212.The modeled gravity was interpolated from observed gravity values. ED1212 ED1212; North East Units Estimated Accuracy ED1212;SPC SC - 304,360. 452,980. MT (+/- 180 meters Scaled) ED1212 ED1212 SUPERSEDED SURVEY CONTROL ED1212 ED1212 NGVD 29 - 205.819 (m) 675.26 (f) ADJUSTED 1 2 ED1212 ED1212.Superseded values are not recommended for survey control. ED1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1212.See file dsdata.txt to determine how the superseded data were derived. ED1212 ED1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU434262(NAD 83) ED1212_MARKER: DB = BENCH MARK DISK ED1212_SETTING: 38 = BRIDGE ABUTMENT ED1212_STAMPING: T 202 1983 ED1212_MARK LOGO: NGS ED1212_MAGNETIC: N = NO MAGNETIC MATERIAL ED1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED1212+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2003 ED1212 ED1212 HISTORY - Date Condition Report By ED1212 HISTORY - 1983 MONUMENTED NGS ED1212 HISTORY - 19920701 GOOD SCGS ED1212 HISTORY - 20030322 GOOD USPSQD ED1212 ED1212 STATION DESCRIPTION ED1212 ED1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1212'9.6 KM (6.0 MI) NW FROM ANDERSON. ED1212'THE MARK IS 0.30 M ABOVE HIGHWAY. ED1212'9.6 KM (6.0 FT) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE ANDERSON ED1212'COUNTY COURTHOUSE IN ANDERSON TO THE MARK ON THE LEFT, IN TOP OF THE ED1212'SOUTH END OF THE CURBING OF THE HIGHWAY BRIDGE OVER THE SIX AND TWENTY ED1212'MILE CREEK, 4.90 METERS (16.1 FT) SOUTHEAST OF THE SOUTHEASTBOUND ED1212'LANE OF THE HIGHWAY. ED1212'THE MARK IS 0.75 METERS NW FROM A WITNESS POST. ED1212 ED1212 STATION RECOVERY (1992) ED1212 ED1212'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1212'STATION IS LOCATED 5.5 MILES NORTHWEST OF ANDERSON. OWNERSHIP--SCDHPT, ED1212'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE ED1212'803-737-1350. ED1212'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 76, ED1212'STATE HIGHWAY 28 AND INTERSTATE 85, 6.05 MILE NORTHWEST OF ANDERSON, ED1212'GO SOUTH SOUTHEAST ON HIGHWAYS 28 AND 76 FOR 0.55 MILE TO THE STATION ED1212'ON THE RIGHT IN THE CURB AT THE SOUTHWEST CORNER OF THE BRIDGE OVER ED1212'SIX AND TWENTY CREEK. ED1212'STATION IS A DRILL MARK IN CURB OF BRIDGE AND 0.8 FOOT ABOVE THE ED1212'HIGHWAY, 15.3 FT SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF ED1212'THE HIGHWAY, 1.2 FT NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, ED1212'4.8 FT NORTHWEST OF A WITNESS POST. ED1212'RECOVERED BY R.W. ROBERTS. ED1212 ED1212 STATION RECOVERY (2003) ED1212 ED1212'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED1212'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 ED1213 *********************************************************************** ED1213 DESIGNATION - U 202 ED1213 PID - ED1213 ED1213 STATE/COUNTY- SC/ANDERSON ED1213 USGS QUAD - ANDERSON NORTH (1983) ED1213 ED1213 *CURRENT SURVEY CONTROL ED1213 ___________________________________________________________________ ED1213* NAD 83(1986)- 34 33 32. (N) 082 41 28. (W) SCALED ED1213* NAVD 88 - 215.637 (meters) 707.47 (feet) ADJUSTED ED1213 ___________________________________________________________________ ED1213 GEOID HEIGHT- -30.60 (meters) GEOID99 ED1213 DYNAMIC HT - 215.417 (meters) 706.75 (feet) COMP ED1213 MODELED GRAV- 979,607.8 (mgal) NAVD 88 ED1213 ED1213 VERT ORDER - FIRST CLASS II ED1213 ED1213.The horizontal coordinates were scaled from a topographic map and have ED1213.an estimated accuracy of +/- 6 seconds. ED1213 ED1213.The orthometric height was determined by differential leveling ED1213.and adjusted by the National Geodetic Survey in June 1991. ED1213 ED1213.The geoid height was determined by GEOID99. ED1213 ED1213.The dynamic height is computed by dividing the NAVD 88 ED1213.geopotential number by the normal gravity value computed on the ED1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED1213.degrees latitude (g = 980.6199 gals.). ED1213 ED1213.The modeled gravity was interpolated from observed gravity values. ED1213 ED1213; North East Units Estimated Accuracy ED1213;SPC SC - 303,530. 454,420. MT (+/- 180 meters Scaled) ED1213 ED1213 SUPERSEDED SURVEY CONTROL ED1213 ED1213 NGVD 29 - 215.740 (m) 707.81 (f) ADJUSTED 1 2 ED1213 ED1213.Superseded values are not recommended for survey control. ED1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED1213.See file dsdata.txt to determine how the superseded data were derived. ED1213 ED1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU448254(NAD 83) ED1213_MARKER: DB = BENCH MARK DISK ED1213_SETTING: 38 = BRIDGE PIER ED1213_STAMPING: U 202 1983 ED1213_MARK LOGO: NGS ED1213_MAGNETIC: N = NO MAGNETIC MATERIAL ED1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ED1213+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992 ED1213 ED1213 HISTORY - Date Condition Report By ED1213 HISTORY - 1983 MONUMENTED NGS ED1213 HISTORY - 19920701 GOOD SCGS ED1213 HISTORY - 20030322 MARK NOT FOUND USPSQD ED1213 ED1213 STATION DESCRIPTION ED1213 ED1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 ED1213'7.8 KM (4.85 MI) NW FROM ANDERSON. ED1213'THE MARK IS 0.60 M ABOVE HIGHWAY. ED1213'7.8 KM (4.85 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE ANDERSON ED1213'COUNTY COURTHOUSE IN ANDERSON TO THE MARK ON THE LEFT, SET VERTICALLY ED1213'IN THE CENTER ONE OF THREE CONCRETE PIERS FOR THE STATE HIGHWAY 28 ED1213'OVERPASS BRIDGE, 6.70 METERS (22.0 FT) SOUTH-SOUTHWEST OF THE ED1213'CENTERLINE OF THE HIGHWAY, 0.67 METER (2.2 FT) SOUTH-SOUTHWEST OF A ED1213'STEEL GUARDRAIL. ED1213 ED1213 STATION RECOVERY (1992) ED1213 ED1213'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED1213'STATION IS LOCATED 4.5 MILES NORTH NORTHWEST OF ANDERSON. ED1213'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, ED1213'COLUMBIA, SC 29202, PHONE 803-737-1350. ED1213'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAY 76, ED1213'STATE HIGHWAY 28 AND INTERSTATE 85, 6.05 MILE NORTHWEST OF ANDERSON, ED1213'GO SOUTH SOUTHEAST ON HIGHWAYS 28 AND 76 FOR 1.7 MILES TO THE STATION ED1213'ON THE RIGHT SET VERTICALLY IN THE MIDDLE OF THREE PIERS SUPPORTING ED1213'THE OVERPASS FOR STATE HIGHWAY 28 BYPASS. ED1213'STATION IS A DRILL MARK IN PIER AND 3.0 FT ABOVE THE HIGHWAY. ED1213'RECOVERED BY R.W. ROBERTS. ED1213 ED1213 STATION RECOVERY (2003) ED1213 ED1213'RECOVERY NOTE BY US POWER SQUADRON 2003 (TC) ED1213'MARK NOT FOUND, NEW OVERPASS COMPLETED LAST YEAR. MARKER PROBABLY ED1213'DESTROYED DURING CONSTRUCTION.