1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 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HARNS have been completed but, DE1711.due to contractual restrictions, coordinates for these stations DE1711.will NOT be published in the near future.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 = JANUARY 6, 2003 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 = JANUARY 6, 2003 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 = JANUARY 6, 2003 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.