1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2400 *********************************************************************** DD2400 TIDAL BM - This is a Tidal Bench Mark. DD2400 DESIGNATION - 022 033 DD2400 PID - DD2400 DD2400 STATE/COUNTY- SC/GEORGETOWN DD2400 USGS QUAD - SANTEE (1973) DD2400 DD2400 *CURRENT SURVEY CONTROL DD2400 ___________________________________________________________________ DD2400* NAD 83(1986)- 33 11 16.34144(N) 079 24 08.90514(W) ADJUSTED DD2400* NAVD 88 - 4.217 (meters) 13.84 (feet) ADJUSTED DD2400 ___________________________________________________________________ DD2400 LAPLACE CORR- -4.24 (seconds) DEFLEC99 DD2400 GEOID HEIGHT- -33.96 (meters) GEOID99 DD2400 DYNAMIC HT - 4.212 (meters) 13.82 (feet) COMP DD2400 MODELED GRAV- 979,582.4 (mgal) NAVD 88 DD2400 DD2400 HORZ ORDER - SECOND DD2400 VERT ORDER - FIRST CLASS II DD2400 DD2400.The North Carolina/South Carolina HARNS have been completed but, DD2400.due to contractual restrictions, coordinates for these stations DD2400.will NOT be published in the near future. In the interim, the DD2400.published coordinates in North and South Carolina will not be DD2400.consistent with the Continuously Operating Reference Stations DD2400.(CORS). The HARN coordinates for these stations are available DD2400.upon request. Contact Gary Thompson(919-733-3836), or Lewis DD2400.Lapine(803-896-7700). DD2400. DD2400.In addition, the published North and South Carolina positions DD2400.(NAD 83 (1986)) are NOT consistent with those determined in DD2400.adjacent state readjustments. The discontinuity between stations DD2400.located in North or South Carolina and those in adjacent states DD2400.which have been adjusted to the HARN may be as much as 5 DD2400.decimeters. This will result in a significant loss of accuracy DD2400.over lines crossing such state borders. DD2400 DD2400 DD2400.The horizontal coordinates were established by classical geodetic methods DD2400.and adjusted by the National Geodetic Survey in July 1986. DD2400 DD2400.The orthometric height was determined by differential leveling DD2400.and adjusted by the National Geodetic Survey in June 1991. DD2400 DD2400.This Tidal Bench Mark is designated as VM 604 DD2400.by the Center for Operational Oceanographic Products and Services. DD2400 DD2400.The Laplace correction was computed from DEFLEC99 derived deflections. DD2400 DD2400.The geoid height was determined by GEOID99. DD2400 DD2400.The dynamic height is computed by dividing the NAVD 88 DD2400.geopotential number by the normal gravity value computed on the DD2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2400.degrees latitude (g = 980.6199 gals.). DD2400 DD2400.The modeled gravity was interpolated from observed gravity values. DD2400 DD2400; North East Units Scale Converg. DD2400;SPC SC - 151,366.812 758,545.315 MT 0.99982873 +0 53 08.4 DD2400;SPC SC - 496,610.28 2,488,665.73 iFT 0.99982873 +0 53 08.4 DD2400;UTM 17 - 3,673,251.480 648,924.967 MT 0.99987345 +0 52 28.6 DD2400 DD2400: Primary Azimuth Mark Grid Az DD2400:SPC SC - 022 033 AZ MK 215 06 48.8 DD2400:UTM 17 - 022 033 AZ MK 215 07 28.6 DD2400 DD2400|---------------------------------------------------------------------| DD2400| PID Reference Object Distance Geod. Az | DD2400| dddmmss.s | DD2400| DD2402 022 033 AZ MK APPROX. 0.8 KM 2155957.2 | DD2400| DD2401 022 033 RM 1 7.836 METERS 21604 | DD2400|---------------------------------------------------------------------| DD2400 DD2400 SUPERSEDED SURVEY CONTROL DD2400 DD2400 NAD 27 - 33 11 15.74320(N) 079 24 09.69343(W) AD( ) 2 DD2400 NGVD 29 (03/21/89) 4.520 (m) 14.83 (f) ADJUSTED 1 2 DD2400 DD2400.Superseded values are not recommended for survey control. DD2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2400.See file dsdata.txt to determine how the superseded data were derived. DD2400 DD2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS4892573251(NAD 83) DD2400_MARKER: DD = SURVEY DISK DD2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2400_STAMPING: HORZ 022 033 1981 DD2400_MARK LOGO: SCGS DD2400_PROJECTION: PROJECTING 14 CENTIMETERS DD2400_MAGNETIC: O = OTHER; SEE DESCRIPTION DD2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2400+STABILITY: SURFACE MOTION DD2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD2400+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003 DD2400 DD2400 HISTORY - Date Condition Report By DD2400 HISTORY - 1981 MONUMENTED SCGS DD2400 HISTORY - 1987 GOOD SCGS DD2400 HISTORY - 1989 GOOD USPSQD DD2400 HISTORY - 19920817 GOOD NGS DD2400 HISTORY - 20031009 GOOD GREOMA DD2400 DD2400 STATION DESCRIPTION DD2400 DD2400'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH) DD2400'THE STATION IS LOCATED 22.5 KM (14.0 MI) SOUTHEAST OF GEORGETOWN, DD2400'ABOUT 12.0 KM (7.5 MI) NORTHEAST OF MCCLELLANVILLE, JUST NORTH OF THE DD2400'SANTEE RIVER, IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 17. FOR DD2400'INFORMATION CONTACT-- GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. DD2400'BOX 191, COLUMBIA, S.C. 29202, PHONE (803) 758-3414. DD2400' DD2400'TO REACH THE STATION FROM NORTH END OF THE BRIDGE OVER THE SOUTH DD2400'SANTEE RIVER, ABOUT 14 MILES SOUTHEAST OF GEORGETOWN, GO NORTH ABOUT DD2400'110 FEET TO THE STATION ON LEFT BETWEEN LANES OF U.S. HIGHWAY 17. DD2400' DD2400'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED DD2400'---022 033 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 DD2400'CM IN DIAMETER PROJECTING 12. CM ABOVE THE GROUND LOCATED 9.36 DD2400'METERS SE FROM CENTER LINE OF U.S. 17-701 SOUTH BOUND LANE, 9.0 DD2400'METERS NW FROM CENTER LINE OF U.S. 17-701 NORTH BOUND LANE, 8.0 DD2400'METERS S FROM METAL WITNESS POST, 1.5 METERS SE FROM WEST DD2400'GUARD RAIL, AND 45.1 METERS SW FROM APPROXIMATE CENTER OF U TURN DD2400'ACROSS ROAD. DD2400'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DD2400'DISK STAMPED---022 033 1981---SET INTO AN IRREGULAR MASS OF DD2400'CONCRETE 1.2 METERS BELOW THE SURFACE. DD2400' DD2400'REFERENCE MARK NO. 1 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DD2400'DISK STAMPED---022 033 1981 RM 1---SET INTO THE TOP OF A ROUND DD2400'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE DD2400'GROUND LOCATED 9.3 METERS SE FROM CENTER LINE OF U.S. 17-701 DD2400'SOUTH BOUND LANE, 9.4 METERS NW FROM CENTER LINE OF U.S. 17-701 DD2400'NORTH BOUND LANE, 0.4 METERS SE FROM METAL WITNESS POST, 21.4 DD2400'METERS SW FROM APPROXIMATE CENTER OF U TURN, AND IS LEVEL WITH DD2400'THE STATION. DD2400' DD2400'AZIMUTH MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK DD2400'STAMPED---022 033 1981 AZ MK---SET INTO THE TOP OF A ROUND CONCRETE DD2400'MONUMENT 30 CM IN DIAMETER PROJECTING 15. CM ABOVE THE GROUND LOCATED DD2400'14.6 METERS SSE FROM CENTER LINE OF U.S. 17-701 NORTH BOUND DD2400'LANE, 8.8 METERS S FROM 55 MILE AN HOUR ROAD SIGN, 4.1 METERS DD2400'WSW FROM 16 INCH LIVE OAK TREE, AND 0.4 METERS NW FROM DD2400'METAL WITNESS POST. DD2400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON U.S. DD2400'HIGHWAY 17 FOR 0.8 KM (0.5 MI) TO MARK ON LEFT. DD2400 DD2400 STATION RECOVERY (1987) DD2400 DD2400'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2400'23.1 KM (14.35 MI) SSW FROM GEORGETOWN. DD2400'THE MARK IS 0.3 M BELOW THE HIGHWAYS. DD2400'24.0 KM (14.9 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH DD2400'FRASER STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET DD2400'STREET) IN GEORGETOWN, SET IN THE MEDIAN AT THE NORTHEAST ENDS OF THE DD2400'BRIDGES OVER THE SOUTH SANTEE RIVER, 9.27 METERS (30.4 FT) SOUTHEAST DD2400'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.0 METERS DD2400'(29.5 FT) NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE DD2400'HIGHWAY, 39.5 METERS (129.6 FT) NORTHEAST OF THE NORTH CORNER OF THE DD2400'OLD BRIDGE, 40.75 METERS (133.7 FT) NORTH OF THE EAST CORNER OF THE DD2400'NEW BRIDGE. DD2400'THE MARK IS 8.02 METERS NE FROM A WITNESS POST DD2400 DD2400 STATION RECOVERY (1989) DD2400 DD2400'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2400'RECOVERED IN GOOD CONDITION. DD2400 DD2400 STATION RECOVERY (1992) DD2400 DD2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DD2400'24.0 KM (14.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 (FRAZER DD2400'STREET)FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGH MARKET STREET) IN DD2400'GEORGETOWN, 40.8 M (133.9 FT) NORTH OF THE NORTHWEST CORNER OF A DD2400'NORTHBOUND HIGHWAY BRIDGE, 39.5 M (129.6 FT) NORTHEAST OF THE DD2400'NORTHEAST CORNER OF A SOUTHBOUND HIGHWAY BRIDGE, 9.3 M (30.5 FT) DD2400'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, DD2400'9.0 M (29.5 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES DD2400'OF THE HIGHWAY, 8.0 M (26.2 FT) NORTHEAST OF A WITNESS POST, 7.9 M DD2400'(25.9 FT) NORTHEAST OF REFERENCE MARK 1, 0.3 M (1.0 FT) BELOW THE DD2400'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE DD2400'THE GROUND SURFACE. DD2400 DD2400 STATION RECOVERY (2003) DD2400 DD2400'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT) DD2400'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2198 *********************************************************************** DD2198 DESIGNATION - 22 015 RESET DD2198 PID - DD2198 DD2198 STATE/COUNTY- SC/GEORGETOWN DD2198 USGS QUAD - GEORGETOWN NORTH (1973) DD2198 DD2198 *CURRENT SURVEY CONTROL DD2198 ___________________________________________________________________ DD2198* NAD 83(1986)- 33 26 35.37561(N) 079 18 10.30175(W) ADJUSTED DD2198* NAVD 88 - 4.891 (meters) 16.05 (feet) ADJUSTED DD2198 ___________________________________________________________________ DD2198 LAPLACE CORR- -3.81 (seconds) DEFLEC99 DD2198 GEOID HEIGHT- -34.39 (meters) GEOID99 DD2198 DYNAMIC HT - 4.886 (meters) 16.03 (feet) COMP DD2198 MODELED GRAV- 979,570.7 (mgal) NAVD 88 DD2198 DD2198 HORZ ORDER - SECOND DD2198 VERT ORDER - FIRST CLASS II DD2198 DD2198.The North Carolina/South Carolina HARNS have been completed but, DD2198.due to contractual restrictions, coordinates for these stations DD2198.will NOT be published in the near future. In the interim, the DD2198.published coordinates in North and South Carolina will not be DD2198.consistent with the Continuously Operating Reference Stations DD2198.(CORS). The HARN coordinates for these stations are available DD2198.upon request. Contact Gary Thompson(919-733-3836), or Lewis DD2198.Lapine(803-896-7700). DD2198. DD2198.In addition, the published North and South Carolina positions DD2198.(NAD 83 (1986)) are NOT consistent with those determined in DD2198.adjacent state readjustments. The discontinuity between stations DD2198.located in North or South Carolina and those in adjacent states DD2198.which have been adjusted to the HARN may be as much as 5 DD2198.decimeters. This will result in a significant loss of accuracy DD2198.over lines crossing such state borders. DD2198 DD2198 DD2198.The horizontal coordinates were established by classical geodetic methods DD2198.and adjusted by the National Geodetic Survey in July 1986. DD2198 DD2198.The orthometric height was determined by differential leveling DD2198.and adjusted by the National Geodetic Survey in June 1991. DD2198 DD2198.The Laplace correction was computed from DEFLEC99 derived deflections. DD2198 DD2198.The geoid height was determined by GEOID99. DD2198 DD2198.The dynamic height is computed by dividing the NAVD 88 DD2198.geopotential number by the normal gravity value computed on the DD2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2198.degrees latitude (g = 980.6199 gals.). DD2198 DD2198.The modeled gravity was interpolated from observed gravity values. DD2198 DD2198; North East Units Scale Converg. DD2198;SPC SC - 179,819.683 767,366.977 MT 0.99980140 +0 56 27.2 DD2198;SPC SC - 589,959.59 2,517,608.19 iFT 0.99980140 +0 56 27.2 DD2198;UTM 17 - 3,701,705.254 657,751.414 MT 0.99990681 +0 56 07.8 DD2198 DD2198|---------------------------------------------------------------------| DD2198| PID Reference Object Distance Geod. Az | DD2198| dddmmss.s | DD2198| DD2199 022 015 RM 1 12.830 METERS 24812 | DD2198| DD2979 022 015 RM 2 184.171 METERS 31956 | DD2198|---------------------------------------------------------------------| DD2198 DD2198 SUPERSEDED SURVEY CONTROL DD2198 DD2198 NAD 27 - 33 26 34.77274(N) 079 18 11.10580(W) AD( ) 2 DD2198 NGVD 29 (03/21/89) 5.197 (m) 17.05 (f) ADJUSTED 1 2 DD2198 DD2198.Superseded values are not recommended for survey control. DD2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2198.See file dsdata.txt to determine how the superseded data were derived. DD2198 DD2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5775101705(NAD 83) DD2198_MARKER: DD = SURVEY DISK DD2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2198_STAMPING: HORZ 022 015 1981 1987 DD2198_MARK LOGO: SCGS DD2198_PROJECTION: RECESSED 16 CENTIMETERS DD2198_MAGNETIC: N = NO MAGNETIC MATERIAL DD2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2198+STABILITY: SURFACE MOTION DD2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2198+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2198 DD2198 HISTORY - Date Condition Report By DD2198 HISTORY - 1987 MONUMENTED SCGS DD2198 HISTORY - 1989 GOOD USPSQD DD2198 HISTORY - 19940614 GOOD USPSQD DD2198 HISTORY - 20030715 GOOD NGS DD2198 DD2198 STATION DESCRIPTION DD2198 DD2198'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2198'7.7 KM (4.8 MI) NORTH FROM GEORGETOWN. DD2198'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2198'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2198'(CHURCH STREET) IN GEORGETOWN, THENCE 3.55 KM (2.2 MI) NORTHWEST DD2198'ALONG STATE HIGHWAY 51, SET IN THE NORTH ANGLE OF A SAND ROAD LEADING DD2198'EAST-NORTHEAST TO A RADIO TOWER, 13.4 METERS (44.0 FT) DD2198'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 12.75 METERS (41.8 FT) DD2198'EAST-NORTHEAST OF SURVEY MARK 022 015 RM 1 SCGS, 22.65 METERS (74.3 DD2198'FT) EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 14.4 METERS (47.2 DD2198'FT) WEST-NORTHWEST OF THE NORTHWEST ENTRANCE POST FOR THE SAND ROAD, DD2198'23.16 METERS (76.0 FT) NORTH OF A TELEPHONE JUNCTION BOX NUMBER 57. DD2198'THE MARK IS 12.8 METERS ENE FROM A WITNESS POST DD2198'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD. DD2198 DD2198 STATION RECOVERY (1989) DD2198 DD2198'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2198'RECOVERED IN GOOD CONDITION. DD2198 DD2198 STATION RECOVERY (1994) DD2198 DD2198'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2198'RECOVERED IN GOOD CONDITION. DD2198 DD2198 STATION RECOVERY (2003) DD2198 DD2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2198'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2198'HIGHWAYS 17 AND 17 DD2198'ALTERNATE IN GEORGETOWN, THENCE 3.55 KM NORTHWESTERLY ALONG STATE DD2198'HIGHWAY 51, 28.8 M DD2198'NORTHEAST OF THE HIGHWAY CENTERLINE, 23.2 M NORTH OF UNDERGROUND CABLE DD2198'JUNCTION BOX DD2198'NUMBER 57, 13.5 M NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING DD2198'TO A RADIO TOWER DD2198'AND A SHOOTING RANGE, 8.1 M NORTHWEST OF A WITNESS POST, 0.3 M ABOVE DD2198'THE LEVEL OF THE DD2198'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE DD2198'MONUMENT IS DD2198'ON THE HIGHWAY RIGHT-OF-WAY. DD2198' DD2198' DD2198' DD2198' DD2198' DD2198' DD2198' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2197 *********************************************************************** DD2197 DESIGNATION - 22 202 DD2197 PID - DD2197 DD2197 STATE/COUNTY- SC/GEORGETOWN DD2197 USGS QUAD - GEORGETOWN NORTH (1973) DD2197 DD2197 *CURRENT SURVEY CONTROL DD2197 ___________________________________________________________________ DD2197* NAD 83(1986)- 33 25 38. (N) 079 17 29. (W) SCALED DD2197* NAVD 88 - 7.403 (meters) 24.29 (feet) ADJUSTED DD2197 ___________________________________________________________________ DD2197 GEOID HEIGHT- -34.44 (meters) GEOID99 DD2197 DYNAMIC HT - 7.395 (meters) 24.26 (feet) COMP DD2197 MODELED GRAV- 979,569.3 (mgal) NAVD 88 DD2197 DD2197 VERT ORDER - FIRST CLASS II DD2197 DD2197.The horizontal coordinates were scaled from a topographic map and have DD2197.an estimated accuracy of +/- 6 seconds. DD2197 DD2197.The orthometric height was determined by differential leveling DD2197.and adjusted by the National Geodetic Survey in June 1991. DD2197 DD2197.The geoid height was determined by GEOID99. DD2197 DD2197.The dynamic height is computed by dividing the NAVD 88 DD2197.geopotential number by the normal gravity value computed on the DD2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2197.degrees latitude (g = 980.6199 gals.). DD2197 DD2197.The modeled gravity was interpolated from observed gravity values. DD2197 DD2197; North East Units Estimated Accuracy DD2197;SPC SC - 178,070. 768,460. MT (+/- 180 meters Scaled) DD2197 DD2197 SUPERSEDED SURVEY CONTROL DD2197 DD2197 NGVD 29 (03/21/89) 7.708 (m) 25.29 (f) ADJUSTED 1 2 DD2197 DD2197.Superseded values are not recommended for survey control. DD2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2197.See file dsdata.txt to determine how the superseded data were derived. DD2197 DD2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS588999(NAD 83) DD2197_MARKER: DD = SURVEY DISK DD2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2197_STAMPING: VERT 22 202 1987 DD2197_MARK LOGO: SCGS DD2197_PROJECTION: RECESSED 3 CENTIMETERS DD2197_MAGNETIC: N = NO MAGNETIC MATERIAL DD2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2197+STABILITY: SURFACE MOTION DD2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2197+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2197 DD2197 HISTORY - Date Condition Report By DD2197 HISTORY - 1987 MONUMENTED SCGS DD2197 HISTORY - 1989 GOOD USPSQD DD2197 HISTORY - 19940614 MARK NOT FOUND USPSQD DD2197 HISTORY - 20030715 GOOD NGS DD2197 DD2197 STATION DESCRIPTION DD2197 DD2197'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2197'5.8 KM (3.6 MI) NORTH FROM GEORGETOWN. DD2197'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2197'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2197'(CHURCH STREET) IN GEORGETOWN, THENCE 1.35 KM (0.85 MI) NORTHWEST DD2197'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE WITH A TRANSFORMER IN DD2197'THE EAST ANGLE OF STATE ROAD 431, 11.25 METERS (36.9 FT) DD2197'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 16.3 METERS (53.5 FT) DD2197'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 2.66 METERS (8.7 FT) DD2197'SOUTH-SOUTHEAST OF THE POWER POLE, 3.1 METERS (10.2 FT) NORTH OF A DD2197'TELEPHONE JUNCTION BOX P22. DD2197'THE MARK IS 2.68 METERS SSE FROM A WITNESS POST DD2197'THE MARK IS 0.3 M ABOVE THE HIGHWAY. DD2197 DD2197 STATION RECOVERY (1989) DD2197 DD2197'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2197'RECOVERED IN GOOD CONDITION. DD2197 DD2197 STATION RECOVERY (1994) DD2197 DD2197'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2197'MARK NOT FOUND. DD2197 DD2197 STATION RECOVERY (2003) DD2197 DD2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2197'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2197'HIGHWAYS 17 AND 17 DD2197'ALTERNATE IN GEORGETOWN, THENCE 1.35 KM NORTHWESTERLY ALONG STATE DD2197'HIGHWAY 51, 17.9 M DD2197'SOUTHWEST OF UTILITY POLE NUMBER 40, 16.4 M SOUTH OF THE CENTER OF DD2197'PRINGLE FERRY ROAD, DD2197'11.4 M NORTHEAST OF THE HIGHWAY CENTERLINE, 3.6 M SOUTH OF UNDERGROUND DD2197'CABLE JUNCTION DD2197'BOX NUMBER P22, 2.6 M SOUTH OF A UTILITY POLE, 0.3 M ABOVE THE LEVEL DD2197'OF THE HIGHWAY, AND DD2197'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS DD2197'ON THE HIGHWAY DD2197'RIGHT-OF-WAY. DD2197' DD2197' DD2197' DD2197' DD2197' DD2197' DD2197' DD2197' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2200 *********************************************************************** DD2200 DESIGNATION - 22 203 DD2200 PID - DD2200 DD2200 STATE/COUNTY- SC/GEORGETOWN DD2200 USGS QUAD - GEORGETOWN NORTH (1973) DD2200 DD2200 *CURRENT SURVEY CONTROL DD2200 ___________________________________________________________________ DD2200* NAD 83(1986)- 33 27 31. (N) 079 18 45. (W) SCALED DD2200* NAVD 88 - 4.955 (meters) 16.26 (feet) ADJUSTED DD2200 ___________________________________________________________________ DD2200 GEOID HEIGHT- -34.34 (meters) GEOID99 DD2200 DYNAMIC HT - 4.950 (meters) 16.24 (feet) COMP DD2200 MODELED GRAV- 979,572.2 (mgal) NAVD 88 DD2200 DD2200 VERT ORDER - FIRST CLASS II DD2200 DD2200.The horizontal coordinates were scaled from a topographic map and have DD2200.an estimated accuracy of +/- 6 seconds. DD2200 DD2200.The orthometric height was determined by differential leveling DD2200.and adjusted by the National Geodetic Survey in June 1991. DD2200 DD2200.The geoid height was determined by GEOID99. DD2200 DD2200.The dynamic height is computed by dividing the NAVD 88 DD2200.geopotential number by the normal gravity value computed on the DD2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2200.degrees latitude (g = 980.6199 gals.). DD2200 DD2200.The modeled gravity was interpolated from observed gravity values. DD2200 DD2200; North East Units Estimated Accuracy DD2200;SPC SC - 181,520. 766,440. MT (+/- 180 meters Scaled) DD2200 DD2200 SUPERSEDED SURVEY CONTROL DD2200 DD2200 NGVD 29 (03/21/89) 5.261 (m) 17.26 (f) ADJUSTED 1 2 DD2200 DD2200.Superseded values are not recommended for survey control. DD2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2200.See file dsdata.txt to determine how the superseded data were derived. DD2200 DD2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT568034(NAD 83) DD2200_MARKER: DD = SURVEY DISK DD2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2200_STAMPING: VERT 22 203 1987 DD2200_MARK LOGO: SCGS DD2200_PROJECTION: FLUSH DD2200_MAGNETIC: N = NO MAGNETIC MATERIAL DD2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2200+STABILITY: SURFACE MOTION DD2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2200+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2200 DD2200 HISTORY - Date Condition Report By DD2200 HISTORY - 1987 MONUMENTED SCGS DD2200 HISTORY - 1989 GOOD USPSQD DD2200 HISTORY - 19940614 GOOD USPSQD DD2200 HISTORY - 20030715 GOOD NGS DD2200 DD2200 STATION DESCRIPTION DD2200 DD2200'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2200'9.6 KM (5.95 MI) NNW FROM GEORGETOWN. DD2200'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2200'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2200'(CHURCH STREET) IN GEORGETOWN, THENCE 5.45 KM (3.4 MI) NORTHWEST DD2200'ALONG STATE HIGHWAY 51, THENCE 0.1 KM (0.05 MI) EAST-NORTHEAST ALONG DD2200'A SAND DRIVEWAY TO A BRICK HOUSE, SET NEAR THE SOUTH CORNER AND IN DD2200'LINE WITH THE FRONT FACE OF THE HOUSE, 0.97 METER (3.2 FT) DD2200'SOUTH-SOUTHEAST OF THE CORNER OF THE HOUSE, 14.26 METERS (46.8 FT) DD2200'EAST OF A 16-INCH LIVE OAK TREE IN LINE WITH THE SOUTH-SOUTHEAST SIDE DD2200'OF THE HOUSE, 18.55 METERS (60.9 FT) EAST-SOUTHEAST OF A 14-INCH LIVE DD2200'OAK TREE, 20.46 METERS (67.1 FT) WEST OF A 24-INCH OAK TREE. DD2200 DD2200 STATION RECOVERY (1989) DD2200 DD2200'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2200'RECOVERED IN GOOD CONDITION. DD2200 DD2200 STATION RECOVERY (1994) DD2200 DD2200'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2200'RECOVERED IN GOOD CONDITION. DD2200 DD2200 STATION RECOVERY (2003) DD2200 DD2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2200'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2200'HIGHWAYS 17 AND 17 DD2200'ALTERNATE IN GEORGETOWN, THENCE 5.45 KM NORTHWESTERLY ALONG STATE DD2200'HIGHWAY 51, DD2200'THENCE 0.1 KM NORTHEASTERLY ALONG A DRIVEWAY LEADING TO HOUSE NUMBER DD2200'3296, 18.9 M DD2200'SOUTH OF THE CENTER OF THE DRIVEWAY AND A GARAGE DOOR, 14.0 M EAST OF DD2200'THE MOST DD2200'SOUTHERLY OF 2 OAK TREES, 6.1 M SOUTH OF THE CENTER OF THE STEPS AT DD2200'THE FRONT OF THE DD2200'HOUSE, 1.0 M SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 0.3 DD2200'M BELOW THE DD2200'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. DD2200'NOTE--THE DD2200'MONUMENT IS ON PROPERTY OWNED BY EDWARD POOL, 3296 BROWNS FERRY ROAD, DD2200'GEORGETOWN, DD2200'SC 29440. DD2200' DD2200' DD2200' DD2200' DD2200' DD2200' DD2200' DD2200' DD2200' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2202 *********************************************************************** DD2202 DESIGNATION - 22 204 DD2202 PID - DD2202 DD2202 STATE/COUNTY- SC/GEORGETOWN DD2202 USGS QUAD - GEORGETOWN NORTH (1973) DD2202 DD2202 *CURRENT SURVEY CONTROL DD2202 ___________________________________________________________________ DD2202* NAD 83(1986)- 33 28 34. (N) 079 20 03. (W) SCALED DD2202* NAVD 88 - 6.124 (meters) 20.09 (feet) ADJUSTED DD2202 ___________________________________________________________________ DD2202 GEOID HEIGHT- -34.26 (meters) GEOID99 DD2202 DYNAMIC HT - 6.118 (meters) 20.07 (feet) COMP DD2202 MODELED GRAV- 979,574.6 (mgal) NAVD 88 DD2202 DD2202 VERT ORDER - FIRST CLASS II DD2202 DD2202.This is a reference station for the KENSINGTON 1 DD2202.National Continuously Operating Reference Station (KNS1). DD2202 DD2202.The horizontal coordinates were scaled from a topographic map and have DD2202.an estimated accuracy of +/- 6 seconds. DD2202 DD2202.The orthometric height was determined by differential leveling DD2202.and adjusted by the National Geodetic Survey in June 1991. DD2202 DD2202.Photographs are available for this station. DD2202 DD2202.The geoid height was determined by GEOID99. DD2202 DD2202.The dynamic height is computed by dividing the NAVD 88 DD2202.geopotential number by the normal gravity value computed on the DD2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2202.degrees latitude (g = 980.6199 gals.). DD2202 DD2202.The modeled gravity was interpolated from observed gravity values. DD2202 DD2202; North East Units Estimated Accuracy DD2202;SPC SC - 183,430. 764,400. MT (+/- 180 meters Scaled) DD2202 DD2202 SUPERSEDED SURVEY CONTROL DD2202 DD2202 NAVD 88 (10/16/03) 6.12 (m) 20.1 (f) LEVELING 3 DD2202 NGVD 29 (03/21/89) 6.430 (m) 21.10 (f) ADJUSTED 1 2 DD2202 DD2202.Superseded values are not recommended for survey control. DD2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2202.See file dsdata.txt to determine how the superseded data were derived. DD2202 DD2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT547053(NAD 83) DD2202_MARKER: DD = SURVEY DISK DD2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2202_STAMPING: VERT 22 204 1987 DD2202_MARK LOGO: SCGS DD2202_PROJECTION: FLUSH DD2202_MAGNETIC: N = NO MAGNETIC MATERIAL DD2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2202+STABILITY: SURFACE MOTION DD2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD2202+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2202 DD2202 HISTORY - Date Condition Report By DD2202 HISTORY - 1987 MONUMENTED SCGS DD2202 HISTORY - 1989 GOOD USPSQD DD2202 HISTORY - 19940614 GOOD USPSQD DD2202 HISTORY - 20030715 GOOD NGS DD2202 HISTORY - 20030715 GOOD NGS DD2202 DD2202 STATION DESCRIPTION DD2202 DD2202'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2202'12.1 KM (7.5 MI) NNW FROM GEORGETOWN. DD2202'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2202'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2202'(CHURCH STREET) IN GEORGETOWN, THENCE 8.35 KM (5.2 MI) NORTHWEST DD2202'ALONG STATE HIGHWAY 51, SET BEHIND A BRICK ENTRANCEWAY IN THE NORTH DD2202'ANGLE OF A SAND DRIVEWAY LEADING TO THE LARK HILL PLANTATION, 12.65 DD2202'METERS (41.5 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.5 METERS DD2202'(21.3 FT) NORTHWEST OF THE CENTER DRIVEWAY, 2.13 METERS (7.0 FT) DD2202'NORTH-NORTHWEST OF THE NORTH CORNER OF THE BRICK PILLAR OF THE DD2202'ENTRANCEWAY, 22.25 METERS (73.0 FT) EAST-NORTHEAST OF A POWER POLE DD2202'NUMBER 30 WITH THREE GUY WIRES. DD2202'THE MARK IS ABOVE LEVEL WITH THE SAND ROAD. DD2202 DD2202 STATION RECOVERY (1989) DD2202 DD2202'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2202'RECOVERED IN GOOD CONDITION. DD2202 DD2202 STATION RECOVERY (1994) DD2202 DD2202'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2202'RECOVERED IN GOOD CONDITION. DD2202 DD2202 STATION RECOVERY (2003) DD2202 DD2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2202'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2202'HIGHWAYS 17 AND 17 DD2202'ALTERNATE IN GEORGETOWN, THENCE 8.35 KM NORTHWESTERLY ALONG STATE DD2202'HIGHWAY 51, 12.3 M DD2202'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.5 M NORTHWEST OF A GATE AND THE DD2202'CENTER OF A DD2202'ROAD ALONG THE NORTHWEST SIDE OF THE LARK HILL CANAL, 2.O M NORTHWEST DD2202'OF THE DD2202'NORTHWEST CORNER OF THE NORTHWEST GATE PILLAR, 1.4 M NORTHEAST OF THE DD2202'NORTHEAST DD2202'FACE OF A BRICK WALL, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND THE DD2202'MONUMENT IS FLUSH DD2202'WITH THE GROUND SURFACE. NOTE--THE MARK IS ON THE CANAL PROPERTY. DD2202'THIS IS A CORS SITE DD2202'REFERENCE STATION. DD2202' DD2202' DD2202' DD2202' DD2202 DD2202 STATION RECOVERY (2003) DD2202 DD2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2202'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2202'HIGHWAYS 17 AND 17 DD2202'ALTERNATE IN GEORGETOWN, THENCE 8.35 KM NORTHWESTERLY ALONG STATE DD2202'HIGHWAY 51, 12.3 M DD2202'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.5 M NORTHWEST OF A GATE AND THE DD2202'CENTER OF A DD2202'ROAD ALONG THE NORTHWEST SIDE OF THE LARK HILL CANAL, 2.O M NORTHWEST DD2202'OF THE DD2202'NORTHWEST CORNER OF THE NORTHWEST GATE PILLAR, 1.4 M NORTHEAST OF THE DD2202'NORTHEAST DD2202'FACE OF A BRICK WALL, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND THE DD2202'MONUMENT IS FLUSH DD2202'WITH THE GROUND SURFACE. NOTE--THE MARK IS ON THE CANAL PROPERTY. DD2202'THIS IS A CORS SITE DD2202'REFERENCE STATION. DD2202' DD2202' DD2202' DD2202' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2203 *********************************************************************** DD2203 DESIGNATION - 22 205 DD2203 PID - DD2203 DD2203 STATE/COUNTY- SC/GEORGETOWN DD2203 USGS QUAD - GEORGETOWN NORTH (1973) DD2203 DD2203 *CURRENT SURVEY CONTROL DD2203 ___________________________________________________________________ DD2203* NAD 83(1986)- 33 29 19. (N) 079 20 56. (W) SCALED DD2203* NAVD 88 - 4.627 (meters) 15.18 (feet) ADJUSTED DD2203 ___________________________________________________________________ DD2203 GEOID HEIGHT- -34.20 (meters) GEOID99 DD2203 DYNAMIC HT - 4.622 (meters) 15.16 (feet) COMP DD2203 MODELED GRAV- 979,576.5 (mgal) NAVD 88 DD2203 DD2203 VERT ORDER - FIRST CLASS II DD2203 DD2203.The horizontal coordinates were scaled from a topographic map and have DD2203.an estimated accuracy of +/- 6 seconds. DD2203 DD2203.The orthometric height was determined by differential leveling DD2203.and adjusted by the National Geodetic Survey in October 2003. DD2203 DD2203.The geoid height was determined by GEOID99. DD2203 DD2203.The dynamic height is computed by dividing the NAVD 88 DD2203.geopotential number by the normal gravity value computed on the DD2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2203.degrees latitude (g = 980.6199 gals.). DD2203 DD2203.The modeled gravity was interpolated from observed gravity values. DD2203 DD2203; North East Units Estimated Accuracy DD2203;SPC SC - 184,790. 763,010. MT (+/- 180 meters Scaled) DD2203 DD2203 SUPERSEDED SURVEY CONTROL DD2203 DD2203 NAVD 88 (06/15/91) 4.622 (m) 15.16 (f) UNKNOWN 1 2 DD2203 NGVD 29 (03/21/89) 4.928 (m) 16.17 (f) ADJUSTED 1 2 DD2203 DD2203.Superseded values are not recommended for survey control. DD2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2203.See file dsdata.txt to determine how the superseded data were derived. DD2203 DD2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT533066(NAD 83) DD2203_MARKER: DD = SURVEY DISK DD2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2203_STAMPING: VERT 22 205 1987 DD2203_MARK LOGO: SCGS DD2203_PROJECTION: RECESSED 2 CENTIMETERS DD2203_MAGNETIC: N = NO MAGNETIC MATERIAL DD2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2203+STABILITY: SURFACE MOTION DD2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2203+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2203 DD2203 HISTORY - Date Condition Report By DD2203 HISTORY - 1987 MONUMENTED SCGS DD2203 HISTORY - 1989 GOOD USPSQD DD2203 HISTORY - 19940614 GOOD USPSQD DD2203 HISTORY - 20030715 GOOD NGS DD2203 DD2203 STATION DESCRIPTION DD2203 DD2203'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2203'13.8 KM (8.55 MI) NNW FROM GEORGETOWN. DD2203'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2203'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2203'(CHURCH STREET) IN GEORGETOWN, THENCE 10.4 KM (6.45 MI) NORTHWEST DD2203'ALONG STATE HIGHWAY 51, SET NEAR THE WEST CORNER OF THE MAIN PORTION DD2203'AND IN LINE WITH THE FRONT FACE OF THE SAINT PAUL A.M.E. CHRUCH IN DD2203'THE EAST ANGLE OF STATE ROAD 537, 0.62 METER (2.0 FT) NORTHWEST OF DD2203'THE CORNER OF THE CHURCH, 20.3 METERS (66.6 FT) EAST-NORTHEAST OF A DD2203'POWER POLE WITH A GUY WIRE, TRANSFORMER AND A SECURITY LIGHT, 29.3 DD2203'METERS (96.1 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 23.5 METERS DD2203'(77.1 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD. DD2203 DD2203 STATION RECOVERY (1989) DD2203 DD2203'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2203'RECOVERED IN GOOD CONDITION. DD2203 DD2203 STATION RECOVERY (1994) DD2203 DD2203'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2203'RECOVERED IN GOOD CONDITION. DD2203 DD2203 STATION RECOVERY (2003) DD2203 DD2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2203'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2203'HIGHWAYS 17 AND 17 DD2203'ALTERNATE IN GEORGETOWN, THENCE 10.4 KM NORTHWESTERLY ALONG STATE DD2203'HIGHWAY 51, NEAR DD2203'THE WEST CORNER OF THE SAINT PAUL AME CHURCH, 29.4 M NORTHEAST OF THE DD2203'HIGHWAY DD2203'CENTERLINE, 23.5 M SOUTHEAST OF THE CENTER OF OATLAND ROAD, 20.3 M DD2203'NORTHEAST OF A DD2203'UTILITY POLE WITH A GUY CABLE AND A TRANSFORMER, 5.5 M NORTHWEST OF DD2203'THE CENTER OF THE DD2203'CHURCH ENTRANCE DOORS, 1.6 M SOUTHEAST OF THE SOUTH LEG OF A CHURCH DD2203'SIGN, 0.6 M DD2203'NORTHWEST OF THE WEST CORNER OF THE CHURCH, AND THE MONUMENT IS FLUSH DD2203'WITH THE DD2203'GROUND SURFACE. NOTE--THE MONUMENT IS ON THE CHURCH PROPERTY. DD2203' DD2203' DD2203' DD2203' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2207 *********************************************************************** DD2207 DESIGNATION - 22 206 DD2207 PID - DD2207 DD2207 STATE/COUNTY- SC/GEORGETOWN DD2207 USGS QUAD - RHEMS (1973) DD2207 DD2207 *CURRENT SURVEY CONTROL DD2207 ___________________________________________________________________ DD2207* NAD 83(1986)- 33 30 32. (N) 079 22 30. (W) SCALED DD2207* NAVD 88 - 5.744 (meters) 18.85 (feet) ADJUSTED DD2207 ___________________________________________________________________ DD2207 GEOID HEIGHT- -34.09 (meters) GEOID99 DD2207 DYNAMIC HT - 5.738 (meters) 18.83 (feet) COMP DD2207 MODELED GRAV- 979,582.4 (mgal) NAVD 88 DD2207 DD2207 VERT ORDER - FIRST CLASS II DD2207 DD2207.The horizontal coordinates were scaled from a topographic map and have DD2207.an estimated accuracy of +/- 6 seconds. DD2207 DD2207.The orthometric height was determined by differential leveling DD2207.and adjusted by the National Geodetic Survey in June 1991. DD2207 DD2207.The geoid height was determined by GEOID99. DD2207 DD2207.The dynamic height is computed by dividing the NAVD 88 DD2207.geopotential number by the normal gravity value computed on the DD2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2207.degrees latitude (g = 980.6199 gals.). DD2207 DD2207.The modeled gravity was interpolated from observed gravity values. DD2207 DD2207; North East Units Estimated Accuracy DD2207;SPC SC - 187,000. 760,550. MT (+/- 180 meters Scaled) DD2207 DD2207 SUPERSEDED SURVEY CONTROL DD2207 DD2207 NGVD 29 (03/21/89) 6.049 (m) 19.85 (f) ADJUSTED 1 2 DD2207 DD2207.Superseded values are not recommended for survey control. DD2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2207.See file dsdata.txt to determine how the superseded data were derived. DD2207 DD2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT509088(NAD 83) DD2207_MARKER: DD = SURVEY DISK DD2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2207_STAMPING: VERT 22 206 1987 DD2207_MARK LOGO: SCGS DD2207_PROJECTION: FLUSH DD2207_MAGNETIC: N = NO MAGNETIC MATERIAL DD2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2207+STABILITY: SURFACE MOTION DD2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2207+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2207 DD2207 HISTORY - Date Condition Report By DD2207 HISTORY - 1987 MONUMENTED SCGS DD2207 HISTORY - 19940615 MARK NOT FOUND USPSQD DD2207 HISTORY - 20030715 GOOD NGS DD2207 DD2207 STATION DESCRIPTION DD2207 DD2207'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2207'16.8 KM (10.45 MI) NNW FROM GEORGETOWN. DD2207'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2207'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2207'(CHURCH STREET) IN GEORGETOWN, THENCE 13.75 KM (8.55 MI) NORTHWEST DD2207'ALONG STATE HIGHWAY 51, THENCE 0.15 KM (0.1 MI) WEST-SOUTHWEST ALONG DD2207'A SAND ROAD, SET NEAR THE NORTH CORNER OF A BRICK HOUSE AND IN LINE DD2207'WITH THE FRONT FACE OF THE HOUSE, 0.3 KM (0.2 MI) NORTHWEST OF THE DD2207'NORTH END OF THE BRIDGE OVER LANES CREEK, 9.0 METERS (29.5 FT) WEST DD2207'OF THE CENTER OF A ROAD IN FRONT OF THE HOUSE, 4.0 METERS (13.1 FT) DD2207'EAST OF THE EAST CORNER OF A SMALL BRICK PUMP SHED, 24.43 METERS DD2207'(80.2 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A DD2207'GUY WIRE, 1.56 METERS (5.1 FT) NORTH-NORTHWEST OF THE CORNER OF THE DD2207'HOUSE, 30.4 METERS (99.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE DD2207'ROAD. DD2207'THE MARK IS ABOVE LEVEL WITH THE ROAD. DD2207 DD2207 STATION RECOVERY (1994) DD2207 DD2207'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2207'MARK NOT FOUND. DD2207 DD2207 STATION RECOVERY (2003) DD2207 DD2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2207'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2207'HIGHWAYS 17 AND 17 DD2207'ALTERNATE IN GEORGETOWN, THENCE 13.75 KM NORTHWESTERLY ALONG STATE DD2207'HIGHWAY 51, DD2207'THENCE 0.15 KM SOUTHWESTERLY ALONG PRIOR DRIVE, 27.2 M SOUTH OF THE DD2207'CENTER OF THE DD2207'DRIVE, 16.1 M SOUTH OF A UTILITY POLE AND AN UNDERGROUND CABLE DD2207'JUNCTION BOX, 8.8 M WEST DD2207'OF THE CENTER OF CLIFFORD VEREEN DRIVE, 4.0 M EAST OF THE EAST CORNER DD2207'OF A PUMP HOUSE, DD2207'1.6 M NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND THE MONUMENT DD2207'IS RECESSED 0.2 DD2207'M BELOW THE GROUND SURFACE. NOTE--THE PROPERTY OWNER COULD NOT BE DD2207'FOUND. DD2207' DD2207' DD2207' DD2207' DD2207' DD2207' DD2207' DD2207' DD2207' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2208 *********************************************************************** DD2208 DESIGNATION - 22 207 DD2208 PID - DD2208 DD2208 STATE/COUNTY- SC/GEORGETOWN DD2208 USGS QUAD - RHEMS (1973) DD2208 DD2208 *CURRENT SURVEY CONTROL DD2208 ___________________________________________________________________ DD2208* NAD 83(1986)- 33 31 37. (N) 079 23 03. (W) SCALED DD2208* NAVD 88 - 5.480 (meters) 17.98 (feet) ADJUSTED DD2208 ___________________________________________________________________ DD2208 GEOID HEIGHT- -34.03 (meters) GEOID99 DD2208 DYNAMIC HT - 5.474 (meters) 17.96 (feet) COMP DD2208 MODELED GRAV- 979,586.3 (mgal) NAVD 88 DD2208 DD2208 VERT ORDER - FIRST CLASS II DD2208 DD2208.The horizontal coordinates were scaled from a topographic map and have DD2208.an estimated accuracy of +/- 6 seconds. DD2208 DD2208.The orthometric height was determined by differential leveling DD2208.and adjusted by the National Geodetic Survey in June 1991. DD2208 DD2208.The geoid height was determined by GEOID99. DD2208 DD2208.The dynamic height is computed by dividing the NAVD 88 DD2208.geopotential number by the normal gravity value computed on the DD2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2208.degrees latitude (g = 980.6199 gals.). DD2208 DD2208.The modeled gravity was interpolated from observed gravity values. DD2208 DD2208; North East Units Estimated Accuracy DD2208;SPC SC - 188,990. 759,660. MT (+/- 180 meters Scaled) DD2208 DD2208 SUPERSEDED SURVEY CONTROL DD2208 DD2208 NGVD 29 (03/21/89) 5.785 (m) 18.98 (f) ADJUSTED 1 2 DD2208 DD2208.Superseded values are not recommended for survey control. DD2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2208.See file dsdata.txt to determine how the superseded data were derived. DD2208 DD2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT500108(NAD 83) DD2208_MARKER: DD = SURVEY DISK DD2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2208_STAMPING: VERT 22 207 1987 DD2208_MARK LOGO: SCGS DD2208_PROJECTION: FLUSH DD2208_MAGNETIC: N = NO MAGNETIC MATERIAL DD2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2208+STABILITY: SURFACE MOTION DD2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2208+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2208 DD2208 HISTORY - Date Condition Report By DD2208 HISTORY - 1987 MONUMENTED SCGS DD2208 HISTORY - 19940615 MARK NOT FOUND USPSQD DD2208 HISTORY - 20030715 GOOD NGS DD2208 DD2208 STATION DESCRIPTION DD2208 DD2208'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2208'19.0 KM (11.8 MI) NNW FROM GEORGETOWN. DD2208'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2208'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2208'(CHURCH STREET) IN GEORGETOWN, THENCE 16.0 KM (9.95 MI) DD2208'NORTH-NORTHWEST ALONG STATE HIGHWAY 51, SET NEAR AN ENTRANCE POST IN DD2208'THE EAST-SOUTHEAST ANGLE OF A SAND CROSSROAD, 10.4 METERS (34.1 FT) DD2208'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.9 METERS (12.8 FT) DD2208'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 1.19 METERS (3.9 FT) DD2208'SOUTHWEST OF THE POST, 19.1 METERS (62.7 FT) NORTH-NORTHWEST OF A DD2208'POWER POLE. DD2208'THE MARK IS 0.8 METERS NW FROM A WITNESS POST DD2208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. DD2208 DD2208 STATION RECOVERY (1994) DD2208 DD2208'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2208'MARK NOT FOUND. DD2208 DD2208 STATION RECOVERY (2003) DD2208 DD2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2208'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2208'HIGHWAYS 17 AND 17 DD2208'ALTERNATE IN GEORGETOWN, THENCE 16.0 KM NORTHWESTERLY ALONG STATE DD2208'HIGHWAY 51, 19.0 M DD2208'NORTHWEST OF A UTILITY POLE, 10.6 M EAST OF THE HIGHWAY CENTERLINE, DD2208'8.3 M WEST OF A DD2208'UTILITY POLE, 3.8 M SOUTH OF A TRACK ROAD, 1.4 M SOUTH OF A POST, 0.4 DD2208'M ABOVE THE LEVEL OF DD2208'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. DD2208'NOTE--THE MONUMENT DD2208'IS ON THE HIGHWAY RIGHT-OF-WAY. DD2208' DD2208' DD2208' DD2208' DD2208' DD2208' DD2208' DD2208' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2201 *********************************************************************** DD2201 DESIGNATION - 22 231 DD2201 PID - DD2201 DD2201 STATE/COUNTY- SC/GEORGETOWN DD2201 USGS QUAD - GEORGETOWN NORTH (1973) DD2201 DD2201 *CURRENT SURVEY CONTROL DD2201 ___________________________________________________________________ DD2201* NAD 83(1986)- 33 28 00. (N) 079 19 18. (W) SCALED DD2201* NAVD 88 - 5.852 (meters) 19.20 (feet) ADJUSTED DD2201 ___________________________________________________________________ DD2201 GEOID HEIGHT- -34.31 (meters) GEOID99 DD2201 DYNAMIC HT - 5.846 (meters) 19.18 (feet) COMP DD2201 MODELED GRAV- 979,573.2 (mgal) NAVD 88 DD2201 DD2201 VERT ORDER - FIRST CLASS II DD2201 DD2201.The horizontal coordinates were scaled from a topographic map and have DD2201.an estimated accuracy of +/- 6 seconds. DD2201 DD2201.The orthometric height was determined by differential leveling DD2201.and adjusted by the National Geodetic Survey in June 1991. DD2201 DD2201.The geoid height was determined by GEOID99. DD2201 DD2201.The dynamic height is computed by dividing the NAVD 88 DD2201.geopotential number by the normal gravity value computed on the DD2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2201.degrees latitude (g = 980.6199 gals.). DD2201 DD2201.The modeled gravity was interpolated from observed gravity values. DD2201 DD2201; North East Units Estimated Accuracy DD2201;SPC SC - 182,400. 765,580. MT (+/- 180 meters Scaled) DD2201 DD2201 SUPERSEDED SURVEY CONTROL DD2201 DD2201 NGVD 29 (03/21/89) 6.158 (m) 20.20 (f) ADJUSTED 1 2 DD2201 DD2201.Superseded values are not recommended for survey control. DD2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2201.See file dsdata.txt to determine how the superseded data were derived. DD2201 DD2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT559042(NAD 83) DD2201_MARKER: DD = SURVEY DISK DD2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2201_STAMPING: VERT 22 231 1987 DD2201_MARK LOGO: SCGS DD2201_PROJECTION: FLUSH DD2201_MAGNETIC: N = NO MAGNETIC MATERIAL DD2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2201+STABILITY: SURFACE MOTION DD2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2201+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2201 DD2201 HISTORY - Date Condition Report By DD2201 HISTORY - 1987 MONUMENTED SCGS DD2201 HISTORY - 1989 GOOD USPSQD DD2201 HISTORY - 19940614 POOR USPSQD DD2201 HISTORY - 20030715 GOOD NGS DD2201 DD2201 STATION DESCRIPTION DD2201 DD2201'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2201'10.6 KM (6.6 MI) NNW FROM GEORGETOWN. DD2201'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2201'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2201'(CHURCH STREET) IN GEORGETOWN, THENCE 6.75 KM (4.2 MI) NORTHWEST DD2201'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE NUMBER 30 IN THE NORTH DD2201'ANGLE OF A SAND ROAD LEADING EAST-NORTHEAST TO RAMSEY GROVE, 1.34 DD2201'METERS (4.4 FT) NORTH-NORTHEAST OF THE POWER POLE, 1.26 METERS (4.1 DD2201'FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 11.7 METERS (38.4 FT) DD2201'NORTHEAST OF THE CENTER OF THE HIGHWAY, 6.7 METERS (22.0 FT) DD2201'NORTHWEST OF THE CENTER OF THE ROAD. DD2201'THE MARK IS 1.52 METERS NNE FROM A WITNESS POST DD2201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. DD2201 DD2201 STATION RECOVERY (1989) DD2201 DD2201'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2201'RECOVERED IN GOOD CONDITION. DD2201 DD2201 STATION RECOVERY (1994) DD2201 DD2201'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2201'MARK RECOVERED IN POOR CONDITION. DD2201 DD2201 STATION RECOVERY (2003) DD2201 DD2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2201'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2201'HIGHWAYS 17 AND 17 DD2201'ALTERNATE IN GEORGETOWN, THENCE 6.75 KM NORTHWESTERLY ALONG STATE DD2201'HIGHWAY 51, DD2201'11.5 M NORTHEAST OF THE HIGHWAY CENTERLINE, 7.1 M NORTHWEST OF THE DD2201'CENTER OF COL COLE DD2201'DRIVE, 2.3 M NORTH OF A STOP SIGN, 1.5 M NORTH-NORTHEAST OF A UTILITY DD2201'POLE AND A WITNESS DD2201'POST, 1.1 M NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.3 M DD2201'BELOW THE LEVEL OF DD2201'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. DD2201'NOTE--THE DD2201'MONUMENT HAS BEEN HIT AND IS LEANING, BUT IS STILL SOLID IN PLACE. DD2201'THE MONUMENT IS ON THE DD2201'HIGHWAY RIGHT-OF-WAY. DD2201' DD2201' DD2201' DD2201' DD2201' DD2201' DD2201' DD2201' DD2201' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2210 *********************************************************************** DD2210 TIDAL BM - This is a Tidal Bench Mark. DD2210 DESIGNATION - 35 SY 48 DD2210 PID - DD2210 DD2210 STATE/COUNTY- SC/GEORGETOWN DD2210 USGS QUAD - RHEMS (1973) DD2210 DD2210 *CURRENT SURVEY CONTROL DD2210 ___________________________________________________________________ DD2210* NAD 83(1986)- 33 32 07. (N) 079 23 26. (W) SCALED DD2210* NAVD 88 - 10.490 (meters) 34.42 (feet) ADJUSTED DD2210 ___________________________________________________________________ DD2210 GEOID HEIGHT- -33.99 (meters) GEOID99 DD2210 DYNAMIC HT - 10.479 (meters) 34.38 (feet) COMP DD2210 MODELED GRAV- 979,588.4 (mgal) NAVD 88 DD2210 DD2210 VERT ORDER - FIRST CLASS II DD2210 DD2210.The horizontal coordinates were scaled from a topographic map and have DD2210.an estimated accuracy of +/- 6 seconds. DD2210 DD2210.The orthometric height was determined by differential leveling DD2210.and adjusted by the National Geodetic Survey in June 1991. DD2210 DD2210.This Tidal Bench Mark is designated as VM 3829 DD2210.by the Center for Operational Oceanographic Products and Services. DD2210 DD2210.The geoid height was determined by GEOID99. DD2210 DD2210.The dynamic height is computed by dividing the NAVD 88 DD2210.geopotential number by the normal gravity value computed on the DD2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2210.degrees latitude (g = 980.6199 gals.). DD2210 DD2210.The modeled gravity was interpolated from observed gravity values. DD2210 DD2210; North East Units Estimated Accuracy DD2210;SPC SC - 189,900. 759,060. MT (+/- 180 meters Scaled) DD2210 DD2210 SUPERSEDED SURVEY CONTROL DD2210 DD2210 NGVD 29 (03/21/89) 10.795 (m) 35.42 (f) ADJUSTED 1 2 DD2210 DD2210.Superseded values are not recommended for survey control. DD2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2210.See file dsdata.txt to determine how the superseded data were derived. DD2210 DD2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT494117(NAD 83) DD2210_MARKER: DB = BENCH MARK DISK DD2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2210_STAMPING: 35 SY 48 1934 DD2210_MARK LOGO: USGS DD2210_PROJECTION: PROJECTING 12 CENTIMETERS DD2210_MAGNETIC: N = NO MAGNETIC MATERIAL DD2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2210+STABILITY: SURFACE MOTION DD2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2210+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2210 DD2210 HISTORY - Date Condition Report By DD2210 HISTORY - 1934 MONUMENTED USGS DD2210 HISTORY - 1987 GOOD SCGS DD2210 HISTORY - 19940615 MARK NOT FOUND USPSQD DD2210 HISTORY - 20030715 GOOD NGS DD2210 DD2210 STATION DESCRIPTION DD2210 DD2210'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2210'20.1 KM (12.5 MI) NNW FROM GEORGETOWN. DD2210'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2210'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2210'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST DD2210'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA DD2210'PLANTATION, SET NEAR A WIRE FENCE, NORTHWEST OF THE ENTRANCE, 22.3 DD2210'METERS (73.2 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 2.63 DD2210'METERS (8.6 FT) NORTHEAST OF THE FENCE, 11.15 METERS (36.6 FT) DD2210'WEST-NORTHWEST OF A 30-INCH LIVE OAK TREE, 25.3 METERS (83.0 FT) DD2210'NORTHEAST OF THE CENTER OF THE HIGHWAY, 14.15 METERS (46.4 FT) DD2210'EAST-NORTHEAST OF A POWER POLE WITH FOUR GUY WIRES, 33.45 METERS DD2210'(109.7 FT) NORTHWEST OF TIDAL BENCH MARK 866 1593 D TIDAL. DD2210'THE MARK IS 0.46 METERS NE FROM A WITNESS POST DD2210'THE MARK IS 0.3 M BELOW THE HIGHWAY. DD2210 DD2210 STATION RECOVERY (1994) DD2210 DD2210'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2210'MARK NOT FOUND. DD2210 DD2210 STATION RECOVERY (2003) DD2210 DD2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2210'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2210'HIGHWAYS 17 AND 17 DD2210'ALTERNATE IN GEORGETOWN, THENCE 17.15 KM NORTHWESTERLY ALONG STATE DD2210'HIGHWAY 51, 33.5 DD2210'M NORTHWEST OF NOS TIDAL BENCH MARK 866 1593 D TIDAL, 25.3 M NORTHEAST DD2210'OF THE HIGHWAY DD2210'CENTERLINE, 2.3 M NORTHEAST OF A FENCE, 0.8 M ABOVE THE LEVEL OF THE DD2210'HIGHWAY, 0.4 M DD2210'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M ABOVE THE DD2210'GROUND DD2210'SURFACE. NOTE--THE OWNER COULD NOT BE FOUND. THE LAND OF THE DD2210'HISTORIC WINEA DD2210'PLANTATION IS UNDER DEVELOPMENT. DD2210' DD2210' DD2210' DD2210' DD2210' DD2210' DD2210' DD2210' DD2210' DD2210' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2209 *********************************************************************** DD2209 TIDAL BM - This is a Tidal Bench Mark. DD2209 DESIGNATION - 866 1593 D TIDAL DD2209 PID - DD2209 DD2209 STATE/COUNTY- SC/GEORGETOWN DD2209 USGS QUAD - CARVERS BAY (1973) DD2209 DD2209 *CURRENT SURVEY CONTROL DD2209 ___________________________________________________________________ DD2209* NAD 83(1986)- 33 32 06. (N) 079 23 26. (W) SCALED DD2209* NAVD 88 - 10.330 (meters) 33.89 (feet) ADJUSTED DD2209 ___________________________________________________________________ DD2209 GEOID HEIGHT- -33.99 (meters) GEOID99 DD2209 DYNAMIC HT - 10.319 (meters) 33.85 (feet) COMP DD2209 MODELED GRAV- 979,588.3 (mgal) NAVD 88 DD2209 DD2209 VERT ORDER - FIRST CLASS II DD2209 DD2209.The horizontal coordinates were scaled from a topographic map and have DD2209.an estimated accuracy of +/- 6 seconds. DD2209 DD2209.The orthometric height was determined by differential leveling DD2209.and adjusted by the National Geodetic Survey in June 1991. DD2209 DD2209.This Tidal Bench Mark is designated as VM 3832 DD2209.by the Center for Operational Oceanographic Products and Services. DD2209 DD2209.The geoid height was determined by GEOID99. DD2209 DD2209.The dynamic height is computed by dividing the NAVD 88 DD2209.geopotential number by the normal gravity value computed on the DD2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2209.degrees latitude (g = 980.6199 gals.). DD2209 DD2209.The modeled gravity was interpolated from observed gravity values. DD2209 DD2209; North East Units Estimated Accuracy DD2209;SPC SC - 189,870. 759,060. MT (+/- 180 meters Scaled) DD2209 DD2209 SUPERSEDED SURVEY CONTROL DD2209 DD2209 NGVD 29 (03/21/89) 10.635 (m) 34.89 (f) ADJUSTED 1 2 DD2209 DD2209.Superseded values are not recommended for survey control. DD2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2209.See file dsdata.txt to determine how the superseded data were derived. DD2209 DD2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT494117(NAD 83) DD2209_MARKER: DJ = TIDAL STATION DISK DD2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2209_STAMPING: 1593 D 1982 DD2209_MARK LOGO: NOS DD2209_PROJECTION: FLUSH DD2209_MAGNETIC: N = NO MAGNETIC MATERIAL DD2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2209+STABILITY: SURFACE MOTION DD2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2209+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2209 DD2209 HISTORY - Date Condition Report By DD2209 HISTORY - 1982 MONUMENTED NOS DD2209 HISTORY - 1987 GOOD SCGS DD2209 HISTORY - 19940615 GOOD USPSQD DD2209 HISTORY - 20030715 GOOD NGS DD2209 DD2209 STATION DESCRIPTION DD2209 DD2209'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2209'20.1 KM (12.5 MI) NNW FROM GEORGETOWN. DD2209'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2209'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2209'(CHURCH STREET) IN GEORGETOWN, THENCE 17.15 KM (10.65 MI) NORTHWEST DD2209'ALONG STATE HIGHWAY 51 TO THE NORTH ENTRANCE GATE TO THE WINEA DD2209'PLANTATION, SET NEAR A WIRE FENCE SOUTHEAST OF THE ENTRANCE, 29.3 DD2209'METERS (96.1 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.8 METERS DD2209'(19.0 FT) NORTHEAST OF THE FENCE, 11.4 METERS (37.4 FT) SOUTHEAST OF DD2209'THE CENTER OF THE ENTRANCE ROAD, 42.27 METERS (138.7 FT) SOUTHWEST OF DD2209'TIDAL BENCH MARK 866 1593 E TIDAL. DD2209'THE MARK IS 0.46 METERS N FROM A WITNESS POST DD2209'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. DD2209 DD2209 STATION RECOVERY (1994) DD2209 DD2209'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2209'RECOVERED IN GOOD CONDITION. DD2209 DD2209 STATION RECOVERY (2003) DD2209 DD2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2209'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2209'HIGHWAYS 17 AND 17 DD2209'ALTERNATE IN GEORGETOWN, THENCE 17.15 KM NORTHWESTERLY ALONG STATE DD2209'HIGHWAY 51, 33.5 DD2209'M SOUTHEAST OF USGS BENCH MARK 35 SY 48, 28.8 M NORTHEAST OF THE DD2209'HIGHWAY CENTERLINE, DD2209'10.4 M SOUTHEAST OF THE CENTER OF A DIRT ROAD AND THE SOUTH ENTRANCE DD2209'GATE FOR THE DD2209'WINEA PLANTATION, 5.8 M NORTHEAST OF A FENCE, 0.5 M NORTH OF A WITNESS DD2209'POST, 0.4 M ABOVE DD2209'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND DD2209'SURFACE. DD2209'NOTE--THE OWNER COULD NOT BE FOUND. THE LAND OF THE HISTORIC WINEA DD2209'PLANTATION IS DD2209'UNDER DEVELOPMENT. DD2209' DD2209' DD2209' DD2209' DD2209' DD2209' DD2209' DD2209' DD2209' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0223 *********************************************************************** DD0223 DESIGNATION - A 123 DD0223 PID - DD0223 DD0223 STATE/COUNTY- SC/GEORGETOWN DD0223 USGS QUAD - YAUHANNAH (1973) DD0223 DD0223 *CURRENT SURVEY CONTROL DD0223 ___________________________________________________________________ DD0223* NAD 83(1986)- 33 37 53. (N) 079 11 19. (W) SCALED DD0223* NAVD 88 - 9.014 (meters) 29.57 (feet) ADJUSTED DD0223 ___________________________________________________________________ DD0223 GEOID HEIGHT- -34.34 (meters) GEOID99 DD0223 DYNAMIC HT - 9.005 (meters) 29.54 (feet) COMP DD0223 MODELED GRAV- 979,595.3 (mgal) NAVD 88 DD0223 DD0223 VERT ORDER - FIRST CLASS I DD0223 DD0223.The horizontal coordinates were scaled from a topographic map and have DD0223.an estimated accuracy of +/- 6 seconds. DD0223 DD0223.The orthometric height was determined by differential leveling DD0223.and adjusted by the National Geodetic Survey in June 1991. DD0223 DD0223.The geoid height was determined by GEOID99. DD0223 DD0223.The dynamic height is computed by dividing the NAVD 88 DD0223.geopotential number by the normal gravity value computed on the DD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0223.degrees latitude (g = 980.6199 gals.). DD0223 DD0223.The modeled gravity was interpolated from observed gravity values. DD0223 DD0223; North East Units Estimated Accuracy DD0223;SPC SC - 200,870. 777,620. MT (+/- 180 meters Scaled) DD0223 DD0223 SUPERSEDED SURVEY CONTROL DD0223 DD0223 NGVD 29 (03/21/89) 9.316 (m) 30.56 (f) ADJUSTED 1 1 DD0223 DD0223.Superseded values are not recommended for survey control. DD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0223.See file dsdata.txt to determine how the superseded data were derived. DD0223 DD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT680227(NAD 83) DD0223_MARKER: DB = BENCH MARK DISK DD0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0223_STAMPING: A 123 1962 DD0223_MARK LOGO: CGS DD0223_PROJECTION: PROJECTING 5 CENTIMETERS DD0223_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DD0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0223+STABILITY: SURFACE MOTION DD0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD0223+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002 DD0223 DD0223 HISTORY - Date Condition Report By DD0223 HISTORY - 1962 MONUMENTED CGS DD0223 HISTORY - 1979 GOOD NGS DD0223 HISTORY - 1987 GOOD USPSQD DD0223 HISTORY - 1987 GOOD SCGS DD0223 HISTORY - 19940617 GOOD USPSQD DD0223 HISTORY - 19971001 GOOD SCGS DD0223 HISTORY - 20011201 GOOD USPSQD DD0223 HISTORY - 20021201 GOOD USPSQD DD0223 DD0223 STATION DESCRIPTION DD0223 DD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 DD0223'5 MI N FROM PLANTERSVILLE. DD0223'5.05 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE POST OFFICE DD0223'AT PLANTERSVILLE, AT THE YOUNGS CROSSROADS IN THE COMMUNITY DD0223'KNOWN LOCALLY AS YAUHANNAH, 37.5 FEET WEST OF THE CENTER LINE OF DD0223'THE HIGHWAY, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF YOUNGS DD0223'STORE, 150 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 261 DD0223'LEADING WEST, 2.8 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET DD0223'SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, DD0223'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. DD0223 DD0223 STATION RECOVERY (1979) DD0223 DD0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DD0223'RECOVERED IN GOOD CONDITION. DD0223 DD0223 STATION RECOVERY (1987) DD0223 DD0223'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW) DD0223'RECOVERED IN GOOD CONDITION. DD0223 DD0223 STATION RECOVERY (1987) DD0223 DD0223'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD0223'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION AS FOLLOWS, 16.4 KM DD0223'(10.2 MI) EAST ALONG STATE HIGHWAY 261 (EAST BROAD STREET) FROM THE DD0223'JUNCTION OF HIGHWAYS 41 AND 51 (MAIN STREET) IN HEMINGWAY TO THE DD0223'JUNCTION OF STATE HIGHWAY 513 AND STATE ROAD 4, CONTINUE 14.3 KM (8.9 DD0223'MI) SOUTHEASTERLY ALONG HIGHWAY 261 TO THE JUNCTION OF U.S. HIGHWAY DD0223'701 IN YAUHANNAH, SET NEAR A POWER POLE 12/1999E WITH A TRANSFORMER DD0223'AND A SECURITY LIGHT ON THE SOUTHEAST SIDE OF A STORE WITH GAS PUMPS DD0223'(YOUNGS YAUHANNAH STORE) IN THE WEST-SOUTHWEST ANGLE OF THE JUNCTION, DD0223'44.5 METERS (146.0 FT) SOUTH OF THE CENTER OF HIGHWAY 261, 11.35 DD0223'METERS (37.2 FT) NORTHWEST OF THE CENTER OF HIGHWAY 701, 0.8 METER DD0223'(2.6 FT) SOUTH OF THE POWER POLE, 16.97 METERS (55.7 FT) DD0223'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE STORE, 27.64 METERS (90.7 DD0223'FT) EAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK PUMP SHED. DD0223'THE MARK IS 0.7 METERS S FROM A WITNESS POST DD0223'THE MARK IS ABOVE LEVEL WITH HIGHWAY 701. DD0223 DD0223 STATION RECOVERY (1994) DD0223 DD0223'RECOVERY NOTE BY US POWER SQUADRON 1994 DD0223'RECOVERED IN GOOD CONDITION. DD0223 DD0223 STATION RECOVERY (1997) DD0223 DD0223'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DD0223'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DD0223'JUNCTION OF STATE DD0223'HIGHWAY 261 (PLEASANT HILL DRIVE) AND U.S. HIGHWAY 701 (FRASER DD0223'STREET), 5.4 MILES WEST DD0223'SOUTHWEST OF BUCKSPORT, 18.5 MILES NORTH NORTHEAST OF GEORGETOWN. DD0223'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DD0223'SC 29202, PHONE DD0223'803-737-1350. DD0223'STATION IS A CONCRETE POST PROJECTING 0.2 FOOT AND LEVEL WITH THE DD0223'HIGHWAY, 37.2 DD0223'FEET WEST NORTHWEST OF THE CENTER OF HIGHWAY 701, 152.0 FEET SOUTH OF DD0223'THE CENTER DD0223'OF HIGHWAY 261, 2.5 FEET SOUTH OF THE POWER POLE WITH A SCGS REFERENCE DD0223'WASHER DD0223'ATTACHED, 1.5 FEET SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 521, DD0223'2.5 FEET DD0223'SOUTH OF A WITNESS POST. DD0223'RECOVERED BY R.W. ROBERTS. DD0223' DD0223' DD0223' DD0223' DD0223' DD0223' DD0223' DD0223' DD0223' DD0223' DD0223 DD0223 STATION RECOVERY (2001) DD0223 DD0223'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK) DD0223'RECOVERED IN GOOD CONDITION. DD0223 DD0223 STATION RECOVERY (2002) DD0223 DD0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD0223'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0921 *********************************************************************** DD0921 DESIGNATION - B 145 DD0921 PID - DD0921 DD0921 STATE/COUNTY- SC/GEORGETOWN DD0921 USGS QUAD - GEORGETOWN NORTH (1973) DD0921 DD0921 *CURRENT SURVEY CONTROL DD0921 ___________________________________________________________________ DD0921* NAD 83(1986)- 33 24 57. (N) 079 17 03. (W) SCALED DD0921* NAVD 88 - 5.456 (meters) 17.90 (feet) ADJUSTED DD0921 ___________________________________________________________________ DD0921 GEOID HEIGHT- -34.47 (meters) GEOID99 DD0921 DYNAMIC HT - 5.450 (meters) 17.88 (feet) COMP DD0921 MODELED GRAV- 979,568.1 (mgal) NAVD 88 DD0921 DD0921 VERT ORDER - FIRST CLASS II DD0921 DD0921.The horizontal coordinates were scaled from a topographic map and have DD0921.an estimated accuracy of +/- 6 seconds. DD0921 DD0921.The orthometric height was determined by differential leveling DD0921.and adjusted by the National Geodetic Survey in June 1991. DD0921 DD0921.The geoid height was determined by GEOID99. DD0921 DD0921.The dynamic height is computed by dividing the NAVD 88 DD0921.geopotential number by the normal gravity value computed on the DD0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0921.degrees latitude (g = 980.6199 gals.). DD0921 DD0921.The modeled gravity was interpolated from observed gravity values. DD0921 DD0921; North East Units Estimated Accuracy DD0921;SPC SC - 176,820. 769,160. MT (+/- 180 meters Scaled) DD0921 DD0921 SUPERSEDED SURVEY CONTROL DD0921 DD0921 NGVD 29 (03/21/89) 5.761 (m) 18.90 (f) ADJUSTED 1 2 DD0921 DD0921.Superseded values are not recommended for survey control. DD0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0921.See file dsdata.txt to determine how the superseded data were derived. DD0921 DD0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS595987(NAD 83) DD0921_MARKER: DB = BENCH MARK DISK DD0921_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DD0921_STAMPING: B 145 1979 DD0921_MARK LOGO: NGS DD0921_PROJECTION: PROJECTING 5 CENTIMETERS DD0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DD0921_ROD/PIPE-DEPTH: 5.79 meters DD0921 DD0921 HISTORY - Date Condition Report By DD0921 HISTORY - 1979 MONUMENTED NGS DD0921 HISTORY - 1987 GOOD USPSQD DD0921 HISTORY - 1987 GOOD SCGS DD0921 HISTORY - 1989 GOOD USPSQD DD0921 HISTORY - 19940614 GOOD USPSQD DD0921 HISTORY - 20030515 MARK NOT FOUND NGS DD0921 DD0921 STATION DESCRIPTION DD0921 DD0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DD0921'2.7 MI NORTH FROM GEORGETOWN. DD0921'2.7 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD0921'HIGHWAYS 17 AND 701 IN GEORGETOWN. SET AT THE INTERSECTION OF COUNTY DD0921'ROAD S-22-325, 83 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36 DD0921'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 62 FEET NORTHEAST OF DD0921'THE EAST POST OF A SIGN, WEDGEFIELD PLANTATION, 29 FEET NORTHWEST OF DD0921'THE NORTHWEST CORNER OF THE FOUNDATION OF A MANHOLE COVER, AND 2 DD0921'FEET NORTHEAST OF POWER POLE NUMBER 40 WITH FOUR TRANSFORMERS. DD0921'THE MARK IS 1 FT W FROM A WITNESS POST. DD0921'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. DD0921 DD0921 STATION RECOVERY (1987) DD0921 DD0921'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW) DD0921'RECOVERED IN GOOD CONDITION. DD0921 DD0921 STATION RECOVERY (1987) DD0921 DD0921'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD0921'4.85 KM (3.0 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD0921'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD0921'(CHURCH STREET) IN GEORGETOWN, SET NEAR A POWER POLE WITH A DD0921'TRANSFORMER IN THE NORTHEAST ANGLE OF STATE ROAD 325, 3.15 METERS DD0921'(10.3 FT) EAST-NORTHEAST OF THE POWER POLE, 10.95 METERS (35.9 FT) DD0921'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 16.46 METERS (54.0 FT) DD0921'EAST-SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, DD0921'11.03 METERS (36.2 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST EDGE OF A DD0921'SIDEWALK, 3.88 METERS (12.7 FT) EAST-NORTHEAST OF A POLE WITH METERS DD0921'ATTACHED, 11.63 METERS (38.2 FT) WEST OF THE CENTER OF A MAN HOLE DD0921'COVER. DD0921'THE MARK IS 3.35 METERS ENE FROM A WITNESS POST DD0921'THE MARK IS ABOVE LEVEL WITH THE ROAD. DD0921 DD0921 STATION RECOVERY (1989) DD0921 DD0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD0921'RECOVERED IN GOOD CONDITION. DD0921 DD0921 STATION RECOVERY (1994) DD0921 DD0921'RECOVERY NOTE BY US POWER SQUADRON 1994 DD0921'RECOVERED IN GOOD CONDITION. DD0921 DD0921 STATION RECOVERY (2003) DD0921 DD0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD0921'THE DESCRIBED AREA IS NOW A CONCRETE DRIVEWAY. ASSUMED DESTROYED. DD0921' DD0921' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0908 *********************************************************************** DD0908 DESIGNATION - H 145 DD0908 PID - DD0908 DD0908 STATE/COUNTY- SC/GEORGETOWN DD0908 USGS QUAD - YAUHANNAH (1973) DD0908 DD0908 *CURRENT SURVEY CONTROL DD0908 ___________________________________________________________________ DD0908* NAD 83(1986)- 33 39 11. (N) 079 09 56. (W) SCALED DD0908* NAVD 88 - 8.780 (meters) 28.81 (feet) ADJUSTED DD0908 ___________________________________________________________________ DD0908 GEOID HEIGHT- -34.33 (meters) GEOID99 DD0908 DYNAMIC HT - 8.771 (meters) 28.78 (feet) COMP DD0908 MODELED GRAV- 979,601.9 (mgal) NAVD 88 DD0908 DD0908 VERT ORDER - FIRST CLASS II DD0908 DD0908.The horizontal coordinates were scaled from a topographic map and have DD0908.an estimated accuracy of +/- 6 seconds. DD0908 DD0908.The orthometric height was determined by differential leveling DD0908.and adjusted by the National Geodetic Survey in June 1991. DD0908 DD0908.The geoid height was determined by GEOID99. DD0908 DD0908.The dynamic height is computed by dividing the NAVD 88 DD0908.geopotential number by the normal gravity value computed on the DD0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0908.degrees latitude (g = 980.6199 gals.). DD0908 DD0908.The modeled gravity was interpolated from observed gravity values. DD0908 DD0908; North East Units Estimated Accuracy DD0908;SPC SC - 203,310. 779,720. MT (+/- 180 meters Scaled) DD0908 DD0908 SUPERSEDED SURVEY CONTROL DD0908 DD0908 NGVD 29 (03/21/89) 9.082 (m) 29.80 (f) ADJUSTED 1 2 DD0908 DD0908.Superseded values are not recommended for survey control. DD0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0908.See file dsdata.txt to determine how the superseded data were derived. DD0908 DD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT701251(NAD 83) DD0908_MARKER: DV = VERTICAL CONTROL DISK DD0908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DD0908_STAMPING: H 145 1979 DD0908_MARK LOGO: NGS DD0908_PROJECTION: RECESSED 8 CENTIMETERS DD0908_MAGNETIC: I = MARKER IS A STEEL ROD DD0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DD0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD0908+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997 DD0908_ROD/PIPE-DEPTH: 7.62 meters DD0908 DD0908 HISTORY - Date Condition Report By DD0908 HISTORY - 1979 MONUMENTED NGS DD0908 HISTORY - 19940617 GOOD USPSQD DD0908 HISTORY - 19971001 GOOD SCGS DD0908 DD0908 STATION DESCRIPTION DD0908 DD0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DD0908'7.1 MI NORTH FROM PLANTERSVILLE. DD0908'7.1 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE POST OFFICE IN DD0908'PLANTERSVILLE, 0.2 MILE SOUTHWEST OF A BRIDGE OVER THE SOUTH FORK OF DD0908'THE PEE DEE RIVER, 41 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, DD0908'AND 3 FEET SOUTH OF A POWER POLE. DD0908'THE MARK IS 2 FT N FROM A WITNESS POST. DD0908'THE MARK IS 1 FT BELOW THE HIGHWAY. DD0908 DD0908 STATION RECOVERY (1994) DD0908 DD0908'RECOVERY NOTE BY US POWER SQUADRON 1994 DD0908'RECOVERED IN GOOD CONDITION. DD0908 DD0908 STATION RECOVERY (1997) DD0908 DD0908'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DD0908'STATION IS LOCATED 3.7 MILES WEST SOUTHWEST OF BUCKSPORT, 20.4 MILES DD0908'NORTH NORTHEAST DD0908'OF GEORGETOWN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. DD0908'BOX 191, COLUMBIA, DD0908'SC 29202, PHONE 803-737-1350. DD0908'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 261 (PLEASANT DD0908'HILL DRIVE) AND DD0908'U.S. HIGHWAY 701 (FRASER STREET), 5.4 MILES WEST SOUTHWEST OF DD0908'BUCKSPORT, GO NORTH DD0908'NORTHEAST ON HIGHWAY 701 FOR 1.9 MILES TO THE STATION ON THE LEFT NEAR DD0908'A POWER POLE DD0908'IN THE WEST ANGLE OF A PAVED ROAD (WILDLIFE LANE). DD0908'STATION IS A DISK ATTACHED TO A STAINLESS ROD RECESSED 0.3 FOOT AND DD0908'1.5 FEET BELOW DD0908'THE HIGHWAY, 40.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.4 DD0908'FEET DD0908'SOUTHWEST OF THE POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, DD0908'64.0 FEET DD0908'SOUTHWEST OF THE CENTER OF WILDLIFE LANE, 47.8 FEET EAST SOUTHEAST OF DD0908'THE EAST DD0908'CORNER OF A MOBILE HOME, 2.5 FEET NORTHEAST OF A WITNESS POST. DD0908'RECOVERED BY R.W. ROBERTS. DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' DD0908' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8448 *********************************************************************** DF8448 DESIGNATION - KEN1 A DF8448 PID - DF8448 DF8448 STATE/COUNTY- SC/GEORGETOWN DF8448 USGS QUAD - GEORGETOWN NORTH (1973) DF8448 DF8448 *CURRENT SURVEY CONTROL DF8448 ___________________________________________________________________ DF8448* NAD 83(1986)- 33 28 53. (N) 079 20 35. (W) SCALED DF8448* NAVD 88 - 5.886 (meters) 19.31 (feet) ADJUSTED DF8448 ___________________________________________________________________ DF8448 GEOID HEIGHT- -34.23 (meters) GEOID99 DF8448 DYNAMIC HT - 5.880 (meters) 19.29 (feet) COMP DF8448 MODELED GRAV- 979,575.4 (mgal) NAVD 88 DF8448 DF8448 VERT ORDER - FIRST CLASS II DF8448 DF8448.This is a reference station for the KENSINGTON 1 DF8448.National Continuously Operating Reference Station (KNS1). DF8448 DF8448.The horizontal coordinates were scaled from a topographic map and have DF8448.an estimated accuracy of +/- 6 seconds. DF8448 DF8448.The orthometric height was determined by differential leveling DF8448.and adjusted by the National Geodetic Survey in October 2003. DF8448.No vertical observational check was made to the station. DF8448 DF8448.Photographs are available for this station. DF8448 DF8448.The geoid height was determined by GEOID99. DF8448 DF8448.The dynamic height is computed by dividing the NAVD 88 DF8448.geopotential number by the normal gravity value computed on the DF8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF8448.degrees latitude (g = 980.6199 gals.). DF8448 DF8448.The modeled gravity was interpolated from observed gravity values. DF8448 DF8448; North East Units Estimated Accuracy DF8448;SPC SC - 184,000. 763,560. MT (+/- 180 meters Scaled) DF8448 DF8448 SUPERSEDED SURVEY CONTROL DF8448 DF8448.No superseded survey control is available for this station. DF8448 DF8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT539058(NAD 83) DF8448_MARKER: F = FLANGE-ENCASED ROD DF8448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DF8448_STAMPING: KEN1 A 2003 DF8448_MARK LOGO: NGS DF8448_PROJECTION: FLUSH DF8448_MAGNETIC: I = MARKER IS A STEEL ROD DF8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF8448+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003 DF8448_ROD/PIPE-DEPTH: 8.4 meters DF8448_SLEEVE-DEPTH : 0.9 meters DF8448 DF8448 HISTORY - Date Condition Report By DF8448 HISTORY - 2003 MONUMENTED NGS DF8448 HISTORY - 20031028 GOOD NGS DF8448 DF8448 STATION DESCRIPTION DF8448 DF8448'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF8448'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DF8448'HIGHWAYS 17 AND 17 DF8448'ALTERNATE IN GEORGETOWN, THENCE 9.3 KM NORTHWESTERLY ALONG STATE DF8448'HIGHWAY 51, THENCE DF8448'0.2 KM SOUTHEASTERLY ALONG A GRAVELED ROAD PASSING THROUGH A LOCKED DF8448'GATE TO A GATE DF8448'AND FENCE WHICH SURROUNDS A RADIO MAST AND BUILDING, 5.7 M EAST OF THE DF8448'CENTER OF THE DF8448'ROAD AND A GATE, 1.4 M WEST OF A FENCE CORNER, 0.5 M NORTH OF A DF8448'WITNESS POST AND FENCE, DF8448'AND 0.3 M BELOW THE LEVEL OF THE ROAD. NOTE--THE MARK IS ON PROPERTY DF8448'LEASED BY THE U.S. DF8448'COAST GUARD. THIS IS A CORS SITE REFERENCE MARK. DF8448' DF8448' DF8448' DF8448 DF8448 STATION RECOVERY (2003) DF8448 DF8448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF8448'RECOVERED IN GOOD CONDITION. NOTE--SLEEVE DEPTH DOES MEET THE DF8448'SPECIFICATIONS FOR A CLASS A MARK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0933 *********************************************************************** DD0933 CBN - This is a Cooperative Base Network Control Station. DD0933 PACS - This is a Primary Airport Control Station. DD0933 DESIGNATION - M 150 DD0933 PID - DD0933 DD0933 STATE/COUNTY- SC/GEORGETOWN DD0933 USGS QUAD - GEORGETOWN SOUTH (1973) DD0933 DD0933 *CURRENT SURVEY CONTROL DD0933 ___________________________________________________________________ DD0933* NAD 83(2001)- 33 19 03.18721(N) 079 19 27.88736(W) ADJUSTED DD0933* NAVD 88 - 11.504 (meters) 37.74 (feet) ADJUSTED DD0933 ___________________________________________________________________ DD0933 X - 988,333.277 (meters) COMP DD0933 Y - -5,242,849.908 (meters) COMP DD0933 Z - 3,483,429.780 (meters) COMP DD0933 LAPLACE CORR- -3.92 (seconds) DEFLEC99 DD0933 ELLIP HEIGHT- -22.85 (meters) (01/23/03) GPS OBS DD0933 GEOID HEIGHT- -34.38 (meters) GEOID99 DD0933 DYNAMIC HT - 11.491 (meters) 37.70 (feet) COMP DD0933 MODELED GRAV- 979,559.4 (mgal) NAVD 88 DD0933 DD0933 HORZ ORDER - A DD0933 VERT ORDER - FIRST CLASS II DD0933 ELLP ORDER - FOURTH CLASS I DD0933 DD0933.This mark is at Georgetown County Airport (GGE) DD0933 DD0933.The North Carolina/South Carolina HARNS have been completed but, DD0933.due to contractual restrictions, coordinates for these stations DD0933.will NOT be published in the near future. In the interim, the DD0933.published coordinates in North and South Carolina will not be DD0933.consistent with the Continuously Operating Reference Stations DD0933.(CORS). The HARN coordinates for these stations are available DD0933.upon request. Contact Gary Thompson(919-733-3836), or Lewis DD0933.Lapine(803-896-7700). DD0933. DD0933.In addition, the published North and South Carolina positions DD0933.(NAD 83 (1986)) are NOT consistent with those determined in DD0933.adjacent state readjustments. The discontinuity between stations DD0933.located in North or South Carolina and those in adjacent states DD0933.which have been adjusted to the HARN may be as much as 5 DD0933.decimeters. This will result in a significant loss of accuracy DD0933.over lines crossing such state borders. DD0933 DD0933 DD0933.The horizontal coordinates were established by GPS observations DD0933.and adjusted by the National Geodetic Survey in January 2003. DD0933.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DD0933.DATUM ITEM on the data sheet items page. DD0933 DD0933.The orthometric height was determined by differential leveling DD0933.and adjusted by the National Geodetic Survey in June 1991. DD0933 DD0933.Photographs are available for this station. DD0933 DD0933.The X, Y, and Z were computed from the position and the ellipsoidal ht. DD0933 DD0933.The Laplace correction was computed from DEFLEC99 derived deflections. DD0933 DD0933.The ellipsoidal height was determined by GPS observations DD0933.and is referenced to NAD 83. DD0933 DD0933.The geoid height was determined by GEOID99. DD0933 DD0933.The dynamic height is computed by dividing the NAVD 88 DD0933.geopotential number by the normal gravity value computed on the DD0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0933.degrees latitude (g = 980.6199 gals.). DD0933 DD0933.The modeled gravity was interpolated from observed gravity values. DD0933 DD0933; North East Units Scale Converg. DD0933;SPC SC - 165,860.191 765,589.525 MT 0.99981239 +0 55 44.2 DD0933;SPC SC - 544,160.73 2,511,776.66 iFT 0.99981239 +0 55 44.2 DD0933;UTM 17 - 3,687,744.624 655,972.109 MT 0.99989994 +0 55 14.0 DD0933 DD0933|---------------------------------------------------------------------| DD0933| PID Reference Object Distance Geod. Az | DD0933| dddmmss.s | DD0933| DD4677 ANTENNAE 218.472 METERS 13550 | DD0933| DD0317 AERO 280.488 METERS 14416 | DD0933|---------------------------------------------------------------------| DD0933 DD0933 SUPERSEDED SURVEY CONTROL DD0933 DD0933 NAD 83(1986)- 33 19 03.19755(N) 079 19 27.89079(W) AD( ) 1 DD0933 NAD 83(1995)- 33 19 03.18721(N) 079 19 27.88711(W) AD( ) A DD0933 ELLIP H (09/11/96) -22.84 (m) GP( ) 3 1 DD0933 NAD 83(1995)- 33 19 03.18603(N) 079 19 27.88646(W) AD( ) A DD0933 ELLIP H (08/31/93) -22.90 (m) GP( ) 1 1 DD0933 NAVD 88 (11/04/96) 11.50 (m) 37.7 (f) LEVELING 3 DD0933 NAVD 88 (09/11/96) 11.50 (m) 37.7 (f) LEVELING 3 DD0933 NAVD 88 (08/31/93) 11.50 (m) 37.7 (f) LEVELING 3 DD0933 NGVD 29 (03/21/89) 11.808 (m) 38.74 (f) ADJUSTED 1 2 DD0933 DD0933.Superseded values are not recommended for survey control. DD0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0933.See file dsdata.txt to determine how the superseded data were derived. DD0933 DD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS5597287745(NAD 83) DD0933_MARKER: DV = VERTICAL CONTROL DISK DD0933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DD0933_STAMPING: M 150 1979 DD0933_MARK LOGO: NGS DD0933_PROJECTION: FLUSH DD0933_MAGNETIC: I = MARKER IS A STEEL ROD DD0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DD0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD0933+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003 DD0933_ROD/PIPE-DEPTH: 6.1 meters DD0933 DD0933 HISTORY - Date Condition Report By DD0933 HISTORY - 1979 MONUMENTED NGS DD0933 HISTORY - 1987 GOOD USPSQD DD0933 HISTORY - 1987 GOOD SCGS DD0933 HISTORY - 1989 GOOD USPSQD DD0933 HISTORY - 19930224 GOOD NGS DD0933 HISTORY - 19931012 GOOD SCGS DD0933 HISTORY - 19950127 GOOD SCGS DD0933 HISTORY - 19960306 GOOD SCGS DD0933 HISTORY - 19971216 GOOD NGS DD0933 HISTORY - 20030508 GOOD NGS DD0933 DD0933 STATION DESCRIPTION DD0933 DD0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DD0933'4.7 MI SW FROM GEORGETOWN. DD0933'4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 AND 701 FROM THEIR JUNCTION DD0933'IN GEORGETOWN. SET ON THE EAST CORNER OF THE T JUNCTION OF DD0933'GEORGETOWN AIRPORT ROAD AND THE HIGHWAY, 113 FEET SOUTHEAST OF THE DD0933'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 60 FEET NORTHEAST DD0933'OF THE CENTERLINE OF THE ROAD, 48.5 FEET SOUTHWEST OF THE SOUTHWEST DD0933'EDGE OF A 6 INCH OAK TREE ON THE EDGE OF THE WOODS, AND 2 FEET DD0933'SOUTHEAST OF A POWER POLE WITH 2 GUY WIRES AND THE FIRST POLE FOR A DD0933'SPUR LINE TO THE AIRPORT. DD0933'THE MARK IS 2 FT NW FROM A WITNESS POST. DD0933'THE MARK IS ABOVE LEVEL WITH THE ROAD. DD0933 DD0933 STATION RECOVERY (1987) DD0933 DD0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLM) DD0933'RECOVERED IN GOOD CONDITION. DD0933 DD0933 STATION RECOVERY (1987) DD0933 DD0933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD0933'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION AS FOLLOWS, 7.5 KM DD0933'(4.65 MI) SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 (SOUTH FRASER DD0933'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 521 (HIGHMARKET STREET) IN DD0933'GEORGETOWN, SET NEAR A POWER POLE IN THE EAST ANGLE OF STATE ROAD 712 DD0933'(GEORGETOWN COUNTY AIRPORT ENTRANCE ROAD), 34.35 METERS (112.7 FT) DD0933'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.3 DD0933'METERS (60.0 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.91 METER (3.0 DD0933'FT) SOUTHEAST OF THE POWER POLE. DD0933'THE MARK IS 0.6 METERS NW FROM A WITNESS POST DD0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. DD0933 DD0933 STATION RECOVERY (1989) DD0933 DD0933'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD0933'RECOVERED IN GOOD CONDITION. DD0933 DD0933 STATION RECOVERY (1993) DD0933 DD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 DD0933'STATION IS LOCATED 7.5 KM (4.65 MI) SOUTH-SOUTHWEST OF GEORGETOWN. DD0933'OWNERSHIP--SCDHPT, PRECONSTRUCTION ENGINEER, P.O. BOX 191, COLUMBIA, DD0933'SC 29202, PHONE 803-737-1314. DD0933'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 17 AND 701 (SOUTH DD0933'FRASER STREET) AND U.S. HIGHWAY 521 (HIGHMARKET STREET) IN DD0933'GEORGETOWN, GO SOUTHERLY ALONG U.S. HIGHWAYS 17 AND 701 TO THE DD0933'JUNCTION OF STATE ROAD 712 (GEORGETOWN COUNTY AIRPORT ENTRANCE ROAD). DD0933'THE STATION IS NEAR A POWER POLE IN THE EAST ANGLE OF STATE ROAD DD0933'712. DD0933'LOCATED 34.35 M (112.70 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND DD0933'LANES OF THE HIGHWAY, 18.3 M (60.0 FT) NORTHEAST OF THE CENTER OF THE DD0933'ROAD, 0.91 M (2.99 FT) SOUTHEAST OF THE POWER POLE, AND 0.99 M DD0933'(3.25 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST. THE STATION DD0933'IS RECESSED 0.03 M (0.10 FT) BELOW GROUND LEVEL AND DRIVEN TO A DEPTH DD0933'OF 6.1 M (20.0 FT) . STATION IS INSIDE A PVC PIPE, ACCESSED BY DD0933'REMOVING A PLASTIC CAP. DD0933 DD0933 STATION RECOVERY (1993) DD0933 DD0933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DD0933'STATION IS LOCATED 4.2 MILES (6.8 KM) SOUTHWEST OF GEORGETOWN, 2.85 DD0933'MILES (4.59 KM) SOUTHWEST OF MARYVILLE. OWNERSHIP--SCDOT, DIRECTOR OF DD0933'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. DD0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 17 (FRASER DD0933'STREET) AND 521 (HIGH MARKET STREET) IN GEORGETOWN, GO SOUTHWEST ON DD0933'HIGHWAY 17 FOR 4.65 MILES (7.48 KM) TO THE STATION NEAR A POWER POLE DD0933'IN THE EAST ANGLE OF THE JUNCTION OF STATE ROAD 712 (AIRPORT ROAD, DD0933'ENTRANCE TO GEORGETOWN COUNTY AIRPORT). STATION IS A DISK ATTACHED TO DD0933'A STAINLESS STEEL ROD RECESSED 0.1 FOOT (3.0 CM) AND LEVEL WITH THE DD0933'ROAD, 96.0 FEET (29.3 M) SOUTHEAST OF THE CENTER OF THE NORTHBOUND DD0933'LANES OF THE HIGHWAY, 60.2 FEET (18.3 M) NORTHEAST OF THE CENTER OF DD0933'THE ROAD, 3.1 FEET (0.9 M) SOUTHEAST OF THE POWER POLE NUMBER 40 WITH DD0933'A GUY WIRE, 67.0 FEET (20.4 M) EAST OF THE NORTHEAST END OF A 1.6-FOOT DD0933'CONCRETE PIPE CULVERT BENEATH THE ROAD, 112.5 FEET (34.3 M) SOUTH OF DD0933'THE SOUTHEAST END OF A 1.6-FOOT CONCRETE PIPE CULVERT BENEATH THE DD0933'HIGHWAY, 3.2 FEET (1.0 M) EAST SOUTHEAST OF A WITNESS POST. RECOVERED DD0933'BY C.E. GEOGHEGAN. DD0933 DD0933 STATION RECOVERY (1995) DD0933 DD0933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) DD0933'STATION IS LOCATED 4.65 MILES (7.48 KM) SOUTH-SOUTHWEST OF GEORGETOWN. DD0933'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DD0933'SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION DD0933'OF U.S. HIGHWAYS 17, 701 AND 521 (HIGH MARKET STREET) IN GEORGETOWN, DD0933'GO SOUTHWEST ON HIGHWAYS 17 AND 701 FOR 4.65 MILES (7.48 KM) TO THE DD0933'STATION NEAR A POWER POLE IN THE EAST ANGLE OF THE JUNCTION OF STATE DD0933'ROAD 712 (AIRPORT ROAD) LEADING TO THE GEORGETOWN COUNTY AIRPORT. DD0933'STATION IS A DISK ATTACHED TO A STAINLESS STEEL ROD RECESSED 0.2 FOOT DD0933'(6.1 CM) AND LEVEL WITH ROAD 712, 2.9 FEET (0.9 M) SOUTHEAST OF THE DD0933'POWER POLE NUMBER 40, 60.4 FEET (18.4 M) NORTHEAST OF THE CENTER OF DD0933'ROAD 712, 112.9 FEET (34.4 M) SOUTHEAST OF THE NORTHEAST BOUND LANES DD0933'OF THE HIGHWAY, 67.3 FEET (20.5 M) EAST OF THE NORTHEAST END OF A DD0933'1.2-FOOT CONCRETE PIPE CULVERT BENEATH ROAD 712, AND 15.5 FEET (4.7 M) DD0933'SOUTHEAST OF A WITNESS POST. RECOVERED BY D.D. WOODS. DD0933 DD0933 STATION RECOVERY (1996) DD0933 DD0933'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) DD0933'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY DD0933'AIRPORT CONTROL STATION. DD0933 DD0933 STATION RECOVERY (1997) DD0933 DD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM) DD0933'RECOVERED AS DESCRIBED. DD0933 DD0933 STATION RECOVERY (2003) DD0933 DD0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD0933'7.7 KM SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF U.S. DD0933'HIGHWAY 701 IN DD0933'GEORGETOWN, 34.4 M SOUTHEAST OF THE CENTER OF THE NORTH-EASTBOUND DD0933'HIGHWAY, 18.1 M DD0933'NORTHEAST OF THE CENTER OF AIRPORT ROAD, 4.9 M SOUTHEAST OF A WITNESS DD0933'POST, 4.9 M WEST DD0933'OF A CHAIN-LINK FENCE CORNER, 0.8 M SOUTHEAST OF A UTILITY POLE, AND DD0933'0.3 M ABOVE THE LEVEL DD0933'OF THE ROAD. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE. THE DD0933'MARK IS ON THE ROAD DD0933'RIGHT-OF-WAY. THIS IS A PRIMARY AIRPORT CONTROL STATION AND A DD0933'COORPERATIVE BASE DD0933'NETWORK CONTROL STATION. DD0933' DD0933' DD0933' DD0933' DD0933' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2190 *********************************************************************** DD2190 DESIGNATION - OUTLAND DD2190 PID - DD2190 DD2190 STATE/COUNTY- SC/GEORGETOWN DD2190 USGS QUAD - GEORGETOWN NORTH (1973) DD2190 DD2190 *CURRENT SURVEY CONTROL DD2190 ___________________________________________________________________ DD2190* NAD 83(1986)- 33 30 00.53109(N) 079 21 43.27934(W) ADJUSTED DD2190* NAVD 88 - 6.556 (meters) 21.51 (feet) ADJUSTED DD2190 ___________________________________________________________________ DD2190 LAPLACE CORR- -4.20 (seconds) DEFLEC99 DD2190 GEOID HEIGHT- -34.14 (meters) GEOID99 DD2190 DYNAMIC HT - 6.550 (meters) 21.49 (feet) COMP DD2190 MODELED GRAV- 979,580.3 (mgal) NAVD 88 DD2190 DD2190 HORZ ORDER - FIRST DD2190 VERT ORDER - FIRST CLASS II DD2190 DD2190.The North Carolina/South Carolina HARNS have been completed but, DD2190.due to contractual restrictions, coordinates for these stations DD2190.will NOT be published in the near future. In the interim, the DD2190.published coordinates in North and South Carolina will not be DD2190.consistent with the Continuously Operating Reference Stations DD2190.(CORS). The HARN coordinates for these stations are available DD2190.upon request. Contact Gary Thompson(919-733-3836), or Lewis DD2190.Lapine(803-896-7700). DD2190. DD2190.In addition, the published North and South Carolina positions DD2190.(NAD 83 (1986)) are NOT consistent with those determined in DD2190.adjacent state readjustments. The discontinuity between stations DD2190.located in North or South Carolina and those in adjacent states DD2190.which have been adjusted to the HARN may be as much as 5 DD2190.decimeters. This will result in a significant loss of accuracy DD2190.over lines crossing such state borders. DD2190 DD2190 DD2190.The horizontal coordinates were established by classical geodetic methods DD2190.and adjusted by the National Geodetic Survey in July 1986. DD2190 DD2190.The orthometric height was determined by differential leveling DD2190.and adjusted by the National Geodetic Survey in June 1991. DD2190 DD2190.The Laplace correction was computed from DEFLEC99 derived deflections. DD2190 DD2190.The geoid height was determined by GEOID99. DD2190 DD2190.The dynamic height is computed by dividing the NAVD 88 DD2190.geopotential number by the normal gravity value computed on the DD2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2190.degrees latitude (g = 980.6199 gals.). DD2190 DD2190.The modeled gravity was interpolated from observed gravity values. DD2190 DD2190; North East Units Scale Converg. DD2190;SPC SC - 186,049.547 761,767.703 MT 0.99979799 +0 54 29.1 DD2190;SPC SC - 610,398.78 2,499,237.87 iFT 0.99979799 +0 54 29.1 DD2190;UTM 17 - 3,707,936.170 652,152.102 MT 0.99988541 +0 54 15.3 DD2190 DD2190: Primary Azimuth Mark Grid Az DD2190:SPC SC - WES 342 35 00.6 DD2190:UTM 17 - WES 342 35 14.4 DD2190 DD2190|---------------------------------------------------------------------| DD2190| PID Reference Object Distance Geod. Az | DD2190| dddmmss.s | DD2190| DD2812 OUTLAND BROWNS FERRY TK APPROX. 1.1 KM 0153625.1 | DD2190| DD3002 GEORGETOWN GEN TEL MICROWAVE APPROX.16.1 KM 1544048.5 | DD2190| DD2204 OUTLAND RM 3 114.981 METERS 19617 | DD2190| DD2205 OUTLAND RM 1 25.270 METERS 21030 | DD2190| DD2206 OUTLAND RM 2 27.571 METERS 28915 | DD2190| DD2814 WES APPROX. 9.0 KM 3432929.7 | DD2190|---------------------------------------------------------------------| DD2190 DD2190 SUPERSEDED SURVEY CONTROL DD2190 DD2190 NAD 27 - 33 29 59.92649(N) 079 21 44.08219(W) AD( ) 1 DD2190 NGVD 29 (03/21/89) 6.862 (m) 22.51 (f) ADJUSTED 1 2 DD2190 DD2190.Superseded values are not recommended for survey control. DD2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2190.See file dsdata.txt to determine how the superseded data were derived. DD2190 DD2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5215207936(NAD 83) DD2190_MARKER: DD = SURVEY DISK DD2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2190_STAMPING: HORZ OUTLAND 1981 DD2190_MARK LOGO: SCGS DD2190_PROJECTION: RECESSED 2 CENTIMETERS DD2190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DD2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2190+STABILITY: SURFACE MOTION DD2190 DD2190 HISTORY - Date Condition Report By DD2190 HISTORY - 1981 MONUMENTED SCGS DD2190 HISTORY - 1987 GOOD SCGS DD2190 HISTORY - 1989 GOOD USPSQD DD2190 HISTORY - 19940614 GOOD USPSQD DD2190 HISTORY - 20030515 MARK NOT FOUND NGS DD2190 DD2190 STATION DESCRIPTION DD2190 DD2190'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1981 (MJH) DD2190'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTH-NORTHWEST OF GEORGE DD2190'TOWN AND IS ON THE GROUNDS OF THE BROWNS FERRY ELEMENTARY SCHOOL. DD2190' DD2190'TO REACH THE STATION FROM THE JUNCTION OF 701 AND STATE HIGHWAY 51, DD2190'ABOUT 5.6 KM (3.5 MI) NORTH OF GEORGETOWN, GO NORTHWEST ON STATE DD2190'HIGHWAY 51 FOR 11.3 KM (7.0 MI) TO THE BROWNS FERRY ELEMENTARY SCHOOL DD2190'ON RIGHT, TURN RIGHT ON HIGHWAY S-22-179, GO 0.2 KM (0.1 MI) TO DD2190'SECOND DRIVEWAY, TURN RIGHT TO STATION. DD2190' DD2190'THE STATION IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK STAMPED DD2190'---OUTLAND 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 DD2190'CM IN DIAMETER RECESSED 1 INCHES BELOW THE GROUND LOCATED 16.9 METERS DD2190'SW FROM THE BASKETBALL GOAL POST, 24.7 METERS SW FROM THE METAL DD2190'WITNESS POST, 16.9 METERS WNW FROM THE CENTER STATE HIGHWAY 22-179, DD2190'33.8 METERS N FROM THE LIGHT POLE, AND 22.8 METERS NE FROM THE LIGHT DD2190'POLE. DD2190'THE UNDERGROUND MARK IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DD2190'DISK STAMPED---OUTLAND 1981---SET INTO AN IRREGULAR MASS OF DD2190'CONCRETE 1.2 METERS BELOW THE SURFACE. DD2190' DD2190'REFERENCE MARK NO. IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK DD2190'STAMPED---OUTLAND RM 1 1981---SET INTO THE TOP OF A ROUND CONCRETE DD2190'MONUMENT 12 INCHES IN DIAMETER RECESSED 1 INCHES BELOW THE GROUND DD2190'LOCATED 0.9 METERS E FROM THE CENTER STATE HIGHWAY 22-179, 2.4 DD2190'METERS SE FROM THE METAL WITNESS POST, 11.6 METERS SW FROM THE DD2190'BASKETBALL GOAL POST, 7.8 METERS E FROM THE EDGE STATE HIGHWAY DD2190'22-179, AND IS LEVEL WITH THE STATION. DD2190' DD2190'REFERENCE MARK NO. IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK DD2190'STAMPED---OUTLAND RM 2 1981---SET INTO THE TOP OF A ROUND CONCRETE DD2190'MONUMENT 14 INCHES IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND DD2190'LOCATED 10.7 METERS W FROM THE CENTER HIGHWAY 22-179, 12.5 METERS S DD2190'FROM THE DRIVEWAY, 0.5 METERS E FROM THE WITNESS POST, 0.8 METERS S DD2190'FROM THE POWER POLE 32-8-R, AND IS LEVEL WITH THE STATION. DD2190' DD2190'REFERENCE MARK NO. 3 IS A STANDARD SCGS DISK STAMPED DD2190'---OUTLAND RM 3 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DD2190'30 CM IN DIAMETER RECESSED 1 INCHES BELOW THE GROUND THE MARK IS 0.1 DD2190'MILE (114.98 METERS) SSW OF STATION, IN THE SOUTH CORNER OF SCHOOL DD2190'GROUNDS. RM 3 WAS USED FOR AZIMUTH. LOCATED 14.9 METERS S FROM THE DD2190'CENTER ROAD SC 22-179, 8.3 METERS NE FROM THE CENTER ROAD SC 51, DD2190'0.9 METERS E FROM THE POWER POLE, 0.8 METERS ESE FROM THE METAL DD2190'WITNESS POST, AND IS LEVEL WITH THE STATION. DD2190 DD2190 STATION RECOVERY (1987) DD2190 DD2190'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2190'15.4 KM (9.55 MI) NNW FROM GEORGETOWN. DD2190'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2190'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2190'(CHURCH STREET) IN GEORGETOWN, THENCE 12.15 KM (7.55 MI) NORTHWEST DD2190'ALONG STATE HIGHWAY 51, THENCE 0.1 KM (0.05 MI) NORTH-NORTHEAST ALONG DD2190'STATE ROAD 179, SET IN THE DRIVEWAY OF THE PARKING AREA FOR THE DD2190'BASEBALL FIELD AT THE BROWNS FERRY ELEMENTARY SCHOOL, 11.08 METERS DD2190'(36.4 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK DD2190'FENCE SURROUNDING A PLAYGROUND, 16.78 METERS (55.1 FT) EAST-SOUTHEAST DD2190'OF THE CENTER OF THE ROAD, 27.85 METERS (91.4 FT) EAST-SOUTHEAST OF DD2190'POWER POLE 328R WITH A TRANSFORMER AND A GUY WIRE, 7.27 METERS (23.9 DD2190'FT) SOUTH-SOUTHEAST A 12-INCH OAK TREE, 16.6 METERS (54.5 FT) SOUTH DD2190'OF A POWER POLE WITH A METER AND A RECREATION LIGHT CONTROL BOX DD2190'ATTACHED. DD2190'THE MARK IS 8.88 METERS NE FROM A WITNESS POST DD2190'THE MARK IS ABOVE LEVEL WITH THE ROAD. DD2190 DD2190 STATION RECOVERY (1989) DD2190 DD2190'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2190'RECOVERED IN GOOD CONDITION. DD2190 DD2190 STATION RECOVERY (1994) DD2190 DD2190'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2190'RECOVERED IN GOOD CONDITION. DD2190 DD2190 STATION RECOVERY (2003) DD2190 DD2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2190'THE DESCRIBED AREA IS NOW AN ASPHALT LOT AT A SCHOOL. ASSUMED DD2190'DESTROYED. DD2190' DD2190' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2206 *********************************************************************** DD2206 DESIGNATION - OUTLAND RM 2 DD2206 PID - DD2206 DD2206 STATE/COUNTY- SC/GEORGETOWN DD2206 USGS QUAD - GEORGETOWN NORTH (1973) DD2206 DD2206 *CURRENT SURVEY CONTROL DD2206 ___________________________________________________________________ DD2206* NAD 83(1986)- 33 30 00. (N) 079 21 43. (W) SCALED DD2206* NAVD 88 - 6.581 (meters) 21.59 (feet) ADJUSTED DD2206 ___________________________________________________________________ DD2206 GEOID HEIGHT- -34.14 (meters) GEOID99 DD2206 DYNAMIC HT - 6.574 (meters) 21.57 (feet) COMP DD2206 MODELED GRAV- 979,578.5 (mgal) NAVD 88 DD2206 DD2206 VERT ORDER - FIRST CLASS II DD2206 DD2206.The horizontal coordinates were scaled from a topographic map and have DD2206.an estimated accuracy of +/- 6 seconds. DD2206 DD2206.The orthometric height was determined by differential leveling DD2206.and adjusted by the National Geodetic Survey in June 1991. DD2206 DD2206.The geoid height was determined by GEOID99. DD2206 DD2206.The dynamic height is computed by dividing the NAVD 88 DD2206.geopotential number by the normal gravity value computed on the DD2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2206.degrees latitude (g = 980.6199 gals.). DD2206 DD2206.The modeled gravity was interpolated from observed gravity values. DD2206 DD2206; North East Units Estimated Accuracy DD2206;SPC SC - 186,030. 761,780. MT (+/- 180 meters Scaled) DD2206 DD2206 SUPERSEDED SURVEY CONTROL DD2206 DD2206 NGVD 29 (03/21/89) 6.887 (m) 22.60 (f) ADJUSTED 1 2 DD2206 DD2206.Superseded values are not recommended for survey control. DD2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2206.See file dsdata.txt to determine how the superseded data were derived. DD2206 DD2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT521079(NAD 83) DD2206_MARKER: DD = SURVEY DISK DD2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2206_STAMPING: OUTLAND RM 2 1981 DD2206_MARK LOGO: SCGS DD2206_PROJECTION: PROJECTING 5 CENTIMETERS DD2206_MAGNETIC: N = NO MAGNETIC MATERIAL DD2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2206+STABILITY: SURFACE MOTION DD2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DD2206+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DD2206 DD2206 HISTORY - Date Condition Report By DD2206 HISTORY - 1981 MONUMENTED SCGS DD2206 HISTORY - 1987 GOOD SCGS DD2206 HISTORY - 1989 GOOD USPSQD DD2206 HISTORY - 19940614 GOOD USPSQD DD2206 HISTORY - 20030715 GOOD NGS DD2206 DD2206 STATION DESCRIPTION DD2206 DD2206'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2206'15.4 KM (9.55 MI) NNW FROM GEORGETOWN. DD2206'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2206'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2206'(CHURCH STREET) IN GEORGETOWN, THENCE 12.15 KM (7.55 MI) NORTHWEST DD2206'ALONG STATE HIGHWAY 51, THENCE 0.1 KM (0.05 MI) NORTH-NORTHEAST ALONG DD2206'STATE ROAD 179, SET NEAR A POWER POLE 32-8-R WITH A TRANSFORMER AND A DD2206'GUY WIRE IN THE SOUTHWEST ANGLE OF A DRIVEWAY TO A BRICK HOUSE, 27.53 DD2206'METERS (90.3 FT) WEST-NORTHWEST OF SURVEY MARK OUTLAND SCGS, 10.77 DD2206'METERS (35.3 FT) SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE CULVERT DD2206'BENEATH THE DRIVEWAY, 0.93 METER (3.1 FT) SOUTH OF THE POWER POLE, DD2206'10.75 METERS (35.3 FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 1.43 DD2206'METERS (4.7 FT) SOUTH OF A TELEPHONE JUNCTION BOX NUMBER 4, 22.4 DD2206'METERS (73.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE DD2206'HOUSE. DD2206'THE MARK IS 0.93 METERS S FROM A WITNESS POST DD2206'THE MARK IS ABOVE LEVEL WITH THE ROAD. DD2206 DD2206 STATION RECOVERY (1989) DD2206 DD2206'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2206'RECOVERED IN GOOD CONDITION. DD2206 DD2206 STATION RECOVERY (1994) DD2206 DD2206'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2206'RECOVERED IN GOOD CONDITION. DD2206 DD2206 STATION RECOVERY (2003) DD2206 DD2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2206'4.9 KM NORTHERLY ALONG U.S. HIGHWAY 701 FROM THE JUNCTION OF U.S. DD2206'HIGHWAYS 17 AND 17 DD2206'ALTERNATE IN GEORGETOWN, THENCE 12.15 KM NORTHWESTERLY ALONG STATE DD2206'HIGHWAY 51, DD2206'THENCE 0.1 KM NORTHERLY ALONG STATE ROAD 179 (DUNBAR ROAD), 13.7 M DD2206'SOUTHWEST OF THE DD2206'CENTER OF A DRIVEWAY LEADING TO A HOUSE AT 91 DUNBAR ROAD, 10.8 M DD2206'NORTHWEST OF THE DD2206'ROAD CENTER, 9.8 M SOUTH OF A SEWER CLEAN OUT PIPE, 8.0 M NORTH OF DD2206'UTILITY POLE NUMBER DD2206'2698BB WITH A GUY CABLE AND A TRANSFORMER, 0.3 M BELOW THE LEVEL OF DD2206'THE ROAD, AND THE DD2206'MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON DD2206'THE ROAD DD2206'RIGHT-OF-WAY. DD2206' DD2206' DD2206' DD2206' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD2204 *********************************************************************** DD2204 DESIGNATION - OUTLAND RM 3 DD2204 PID - DD2204 DD2204 STATE/COUNTY- SC/GEORGETOWN DD2204 USGS QUAD - GEORGETOWN NORTH (1973) DD2204 DD2204 *CURRENT SURVEY CONTROL DD2204 ___________________________________________________________________ DD2204* NAD 83(1986)- 33 29 56.94888(N) 079 21 44.52883(W) ADJUSTED DD2204* NAVD 88 - 6.201 (meters) 20.34 (feet) ADJUSTED DD2204 ___________________________________________________________________ DD2204 LAPLACE CORR- -4.19 (seconds) DEFLEC99 DD2204 GEOID HEIGHT- -34.14 (meters) GEOID99 DD2204 DYNAMIC HT - 6.195 (meters) 20.32 (feet) COMP DD2204 MODELED GRAV- 979,578.4 (mgal) NAVD 88 DD2204 DD2204 HORZ ORDER - SECOND DD2204 VERT ORDER - FIRST CLASS II DD2204 DD2204.The North Carolina/South Carolina HARNS have been completed but, DD2204.due to contractual restrictions, coordinates for these stations DD2204.will NOT be published in the near future. In the interim, the DD2204.published coordinates in North and South Carolina will not be DD2204.consistent with the Continuously Operating Reference Stations DD2204.(CORS). The HARN coordinates for these stations are available DD2204.upon request. Contact Gary Thompson(919-733-3836), or Lewis DD2204.Lapine(803-896-7700). DD2204. DD2204.In addition, the published North and South Carolina positions DD2204.(NAD 83 (1986)) are NOT consistent with those determined in DD2204.adjacent state readjustments. The discontinuity between stations DD2204.located in North or South Carolina and those in adjacent states DD2204.which have been adjusted to the HARN may be as much as 5 DD2204.decimeters. This will result in a significant loss of accuracy DD2204.over lines crossing such state borders. DD2204 DD2204 DD2204.The horizontal coordinates were established by classical geodetic methods DD2204.and adjusted by the National Geodetic Survey in July 1986. DD2204 DD2204.The orthometric height was determined by differential leveling DD2204.and adjusted by the National Geodetic Survey in June 1991. DD2204 DD2204.The Laplace correction was computed from DEFLEC99 derived deflections. DD2204 DD2204.The geoid height was determined by GEOID99. DD2204 DD2204.The dynamic height is computed by dividing the NAVD 88 DD2204.geopotential number by the normal gravity value computed on the DD2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD2204.degrees latitude (g = 980.6199 gals.). DD2204 DD2204.The modeled gravity was interpolated from observed gravity values. DD2204 DD2204; North East Units Scale Converg. DD2204;SPC SC - 185,938.706 761,737.211 MT 0.99979804 +0 54 28.4 DD2204;SPC SC - 610,035.12 2,499,137.83 iFT 0.99979804 +0 54 28.4 DD2204;UTM 17 - 3,707,825.322 652,121.600 MT 0.99988530 +0 54 14.5 DD2204 DD2204 SUPERSEDED SURVEY CONTROL DD2204 DD2204 NAD 27 - 33 29 56.34419(N) 079 21 45.33164(W) AD( ) 2 DD2204 NGVD 29 (03/21/89) 6.507 (m) 21.35 (f) ADJUSTED 1 2 DD2204 DD2204.Superseded values are not recommended for survey control. DD2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD2204.See file dsdata.txt to determine how the superseded data were derived. DD2204 DD2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT5212207825(NAD 83) DD2204_MARKER: DD = SURVEY DISK DD2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD2204_STAMPING: OUTLAND RM 3 1981 DD2204_MARK LOGO: SCGS DD2204_PROJECTION: RECESSED 9 CENTIMETERS DD2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD2204+STABILITY: SURFACE MOTION DD2204 DD2204 HISTORY - Date Condition Report By DD2204 HISTORY - 1981 MONUMENTED SCGS DD2204 HISTORY - 1987 GOOD SCGS DD2204 HISTORY - 1989 GOOD USPSQD DD2204 HISTORY - 19940614 GOOD USPSQD DD2204 HISTORY - 20030515 MARK NOT FOUND NGS DD2204 DD2204 STATION DESCRIPTION DD2204 DD2204'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1987 DD2204'15.4 KM (9.55 MI) NNW FROM GEORGETOWN. DD2204'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 701 (NORTH FRASER DD2204'STREET) FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 17 ALTERNATE DD2204'(CHURCH STREET) IN GEORGETOWN, THENCE 12.15 KM (7.55 MI) NORTHWEST DD2204'ALONG STATE HIGHWAY 51, SET NEAR A POWER POLE 328D WITH A TRANSFORMER DD2204'IN THE EAST-SOUTHEAST ANGLE OF STATE ROAD 179, IN THE YARD OF THE DD2204'BROWNS FERRY SCHOOL, 33.28 METERS (109.2 FT) SOUTH OF A FIRE HYDRANT, DD2204'31.39 METERS (103.0 FT) SOUTHWEST OF A POWER POLE WITH A SECURITY DD2204'LIGHT, 1.03 METERS (3.4 FT) EAST-SOUTHEAST OF THE POWER POLE, 8.35 DD2204'METERS (27.4 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 13.5 METERS DD2204'(44.3 FT) EAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND HIGHWAY, DD2204'13.05 METERS (42.8 FT) SOUTH OF A POWER POLE WITH THREE TRANSFORMERS DD2204'R446A/R446B/R446C AND A GUY WIRE. DD2204'THE MARK IS 1.14 METERS S FROM A WITNESS POST DD2204'THE MARK IS 0.4 M BELOW THE HIGHWAY. DD2204 DD2204 STATION RECOVERY (1989) DD2204 DD2204'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) DD2204'RECOVERED IN GOOD CONDITION. DD2204 DD2204 STATION RECOVERY (1994) DD2204 DD2204'RECOVERY NOTE BY US POWER SQUADRON 1994 DD2204'RECOVERED IN GOOD CONDITION. DD2204 DD2204 STATION RECOVERY (2003) DD2204 DD2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW) DD2204'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. DD2204' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0218 *********************************************************************** DD0218 TIDAL BM - This is a Tidal Bench Mark. DD0218 DESIGNATION - Y 122 DD0218 PID - DD0218 DD0218 STATE/COUNTY- SC/GEORGETOWN DD0218 USGS QUAD - YAUHANNAH (1973) DD0218 DD0218 *CURRENT SURVEY CONTROL DD0218 ___________________________________________________________________ DD0218* NAD 83(1986)- 33 39 37. (N) 079 09 17. (W) SCALED DD0218* NAVD 88 - 8.038 (meters) 26.37 (feet) ADJUSTED DD0218 ___________________________________________________________________ DD0218 GEOID HEIGHT- -34.34 (meters) GEOID99 DD0218 DYNAMIC HT - 8.030 (meters) 26.35 (feet) COMP DD0218 MODELED GRAV- 979,604.5 (mgal) NAVD 88 DD0218 DD0218 VERT ORDER - FIRST CLASS I DD0218 DD0218.The horizontal coordinates were scaled from a topographic map and have DD0218.an estimated accuracy of +/- 6 seconds. DD0218 DD0218.The orthometric height was determined by differential leveling DD0218.and adjusted by the National Geodetic Survey in June 1991. DD0218 DD0218.This Tidal Bench Mark is designated as VM 3746 DD0218.by the Center for Operational Oceanographic Products and Services. DD0218 DD0218.The geoid height was determined by GEOID99. DD0218 DD0218.The dynamic height is computed by dividing the NAVD 88 DD0218.geopotential number by the normal gravity value computed on the DD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0218.degrees latitude (g = 980.6199 gals.). DD0218 DD0218.The modeled gravity was interpolated from observed gravity values. DD0218 DD0218; North East Units Estimated Accuracy DD0218;SPC SC - 204,130. 780,710. MT (+/- 180 meters Scaled) DD0218 DD0218 SUPERSEDED SURVEY CONTROL DD0218 DD0218 NGVD 29 (03/21/89) 8.340 (m) 27.36 (f) ADJUSTED 1 1 DD0218 DD0218.Superseded values are not recommended for survey control. DD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0218.See file dsdata.txt to determine how the superseded data were derived. DD0218 DD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT710260(NAD 83) DD0218_MARKER: DB = BENCH MARK DISK DD0218_SETTING: 36 = ABUTMENT DD0218_STAMPING: Y 122 1962 DD0218_MARK LOGO: CGS DD0218_MAGNETIC: N = NO MAGNETIC MATERIAL DD0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DD0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD0218+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002 DD0218 DD0218 HISTORY - Date Condition Report By DD0218 HISTORY - 1962 MONUMENTED CGS DD0218 HISTORY - 1979 GOOD NGS DD0218 HISTORY - 19940617 GOOD USPSQD DD0218 HISTORY - 19971001 GOOD SCGS DD0218 HISTORY - 20011220 GOOD USPSQD DD0218 HISTORY - 20021201 GOOD USPSQD DD0218 DD0218 STATION DESCRIPTION DD0218 DD0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 DD0218'7.6 MI N FROM PLANTERSVILLE. DD0218'7.65 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE POST OFFICE DD0218'AT PLANTERSVILLE, SET ON TOP OF THE NORTHWEST END OF THE SOUTHWEST DD0218'ABUTMENT OF A CONCRETE BRIDGE OVER THE PEE DEE RIVER, 17 FEET DD0218'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65.5 FEET NORTHEAST DD0218'OF THE GEORGETOWN COUNTY LINE SIGN POST, AND IS 10 INCHES DD0218'ABOVE THE LEVEL OF THE HIGHWAY. NOTE-- THIS MARK MAY BE REACHED DD0218'BY GOING 14.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 701 FROM THE DD0218'POST OFFICE AT CONWAY. DD0218 DD0218 STATION RECOVERY (1979) DD0218 DD0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DD0218'BENCH MARK RECOVERED. NOTE=CHANGE TO, A CONCRETE BRIDGE OVER THE DD0218'GREAT PEE DEE RIVER. DD0218 DD0218 STATION RECOVERY (1994) DD0218 DD0218'RECOVERY NOTE BY US POWER SQUADRON 1994 DD0218'RECOVERED IN GOOD CONDITION. DD0218 DD0218 STATION RECOVERY (1997) DD0218 DD0218'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DD0218'STATION IS LOCATED 3.0 MILES WEST SOUTHWEST OF BUCKSPORT, 21.1 MILES DD0218'NORTH NORTHEAST DD0218'OF GEORGETOWN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DD0218'191, COLUMBIA, DD0218'SC 29202, PHONE 803-737-1350. DD0218'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 261 (PLEASANT DD0218'HILL DRIVE) AND DD0218'U.S. HIGHWAY 701 (FRASER STREET), 5.4 MILES WEST SOUTHWEST OF DD0218'BUCKSPORT, GO NORTH DD0218'NORTHEAST ON HIGHWAY 701 FOR 2.7 MILES TO THE STATION ON THE LEFT IN DD0218'THE WING WALL AT DD0218'THE WEST CORNER OF THE BRIDGE OVER THE GREAT PEE DEE RIVER. DD0218'STATION IS A DISK SET INTO A DRILL HOLE IN WING WALL OF THE BRIDGE AND DD0218'1.0 FOOT ABOVE THE DD0218'HIGHWAY, 17.2 FEET NORTH NORTHWEST OF THE CENTER OF THE HIGHWAY, 0.5 DD0218'FOOT EAST DD0218'NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 2.5 FEET NORTH NORTHWEST DD0218'OF A WITNESS DD0218'POST. DD0218'RECOVERED BY R.W. ROBERTS. DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218' DD0218 DD0218 STATION RECOVERY (2001) DD0218 DD0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK) DD0218'RECOVERED IN GOOD CONDITION. DD0218 DD0218 STATION RECOVERY (2002) DD0218 DD0218'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD0218'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DD0222 *********************************************************************** DD0222 DESIGNATION - Z 122 DD0222 PID - DD0222 DD0222 STATE/COUNTY- SC/GEORGETOWN DD0222 USGS QUAD - YAUHANNAH (1973) DD0222 DD0222 *CURRENT SURVEY CONTROL DD0222 ___________________________________________________________________ DD0222* NAD 83(1986)- 33 38 12. (N) 079 10 55. (W) SCALED DD0222* NAVD 88 - 7.255 (meters) 23.80 (feet) ADJUSTED DD0222 ___________________________________________________________________ DD0222 GEOID HEIGHT- -34.34 (meters) GEOID99 DD0222 DYNAMIC HT - 7.248 (meters) 23.78 (feet) COMP DD0222 MODELED GRAV- 979,596.8 (mgal) NAVD 88 DD0222 DD0222 VERT ORDER - FIRST CLASS I DD0222 DD0222.The horizontal coordinates were scaled from a topographic map and have DD0222.an estimated accuracy of +/- 6 seconds. DD0222 DD0222.The orthometric height was determined by differential leveling DD0222.and adjusted by the National Geodetic Survey in June 1991. DD0222 DD0222.The geoid height was determined by GEOID99. DD0222 DD0222.The dynamic height is computed by dividing the NAVD 88 DD0222.geopotential number by the normal gravity value computed on the DD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0222.degrees latitude (g = 980.6199 gals.). DD0222 DD0222.The modeled gravity was interpolated from observed gravity values. DD0222 DD0222; North East Units Estimated Accuracy DD0222;SPC SC - 201,470. 778,230. MT (+/- 180 meters Scaled) DD0222 DD0222 SUPERSEDED SURVEY CONTROL DD0222 DD0222 NGVD 29 (03/21/89) 7.557 (m) 24.79 (f) ADJUSTED 1 1 DD0222 DD0222.Superseded values are not recommended for survey control. DD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0222.See file dsdata.txt to determine how the superseded data were derived. DD0222 DD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT686233(NAD 83) DD0222_MARKER: DB = BENCH MARK DISK DD0222_SETTING: 30 = CULVERT DD0222_STAMPING: Z 122 1962 DD0222_MARK LOGO: CGS DD0222_MAGNETIC: N = NO MAGNETIC MATERIAL DD0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DD0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD0222+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2001 DD0222 DD0222 HISTORY - Date Condition Report By DD0222 HISTORY - 1962 MONUMENTED CGS DD0222 HISTORY - 1979 GOOD NGS DD0222 HISTORY - 19940617 GOOD USPSQD DD0222 HISTORY - 19971001 GOOD SCGS DD0222 HISTORY - 20011201 GOOD USPSQD DD0222 HISTORY - 20021201 GOOD USPSQD DD0222 DD0222 STATION DESCRIPTION DD0222 DD0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 DD0222'5.6 MI N FROM PLANTERSVILLE. DD0222'5.65 MILES NORTH ALONG U.S. HIGHWAY 701 FROM THE POST OFFICE AT DD0222'PLANTERSVILLE, SET ON TOP OF THE SOUTH END OF THE EAST HEAD DD0222'WALL OF A 5 FOOT BOX CULVERT, 21 FEET SOUTHEAST OF THE CENTER DD0222'LINE OF THE HIGHWAY, AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE DD0222'HIGHWAY. DD0222 DD0222 STATION RECOVERY (1979) DD0222 DD0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 DD0222'RECOVERED IN GOOD CONDITION. DD0222 DD0222 STATION RECOVERY (1994) DD0222 DD0222'RECOVERY NOTE BY US POWER SQUADRON 1994 DD0222'RECOVERED IN GOOD CONDITION. DD0222 DD0222 STATION RECOVERY (1997) DD0222 DD0222'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW) DD0222'STATION IS LOCATED 4.9 MILES WEST SOUTHWEST OF BUCKSPORT, 19.0 MILES DD0222'NORTH NORTHEAST DD0222'OF GEORGETOWN. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. DD0222'BOX 191, COLUMBIA, DD0222'SC 29202, PHONE 803-737-1350. DD0222'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 261 (PLEASANT DD0222'HILL DRIVE) AND DD0222'U.S. HIGHWAY 701 (FRASER STREET), 5.4 MILES WEST SOUTHWEST OF DD0222'BUCKSPORT, GO NORTH DD0222'NORTHEAST ON HIGHWAY 701 FOR 0.55 MILE TO THE STATION ON THE RIGHT IN DD0222'A CONCRETE DD0222'HEADWALL. DD0222'STATION IS A DISK SET IN A DRILL HOLE IN THE HEADWALL OF A CULVERT AND DD0222'LEVEL WITH THE DD0222'HIGHWAY, 21.0 FEET SOUTH SOUTHEAST OF THE CENTER OF THE HIGHWAY, 0.5 DD0222'FOOT EAST DD0222'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL FOR A 5-FOOT BOX DD0222'CULVERT, 158.5 FEET DD0222'EAST OF A POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 2.2 FEET DD0222'EAST DD0222'NORTHEAST OF A WITNESS POST. DD0222'RECOVERED BY R.W. ROBERTS. DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222' DD0222 DD0222 STATION RECOVERY (2001) DD0222 DD0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK) DD0222'RECOVERED IN GOOD CONDITION. DD0222 DD0222 STATION RECOVERY (2002) DD0222 DD0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD0222'RECOVERED IN GOOD CONDITION.