1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CK2603 *********************************************************************** CK2603 DESIGNATION - 10 150 CK2603 PID - CK2603 CK2603 STATE/COUNTY- SC/CHARLESTON CK2603 USGS QUAD - WADMALAW ISLAND (1971) CK2603 CK2603 *CURRENT SURVEY CONTROL CK2603 ___________________________________________________________________ CK2603* NAD 83(1986)- 32 37 47. (N) 080 10 45. (W) SCALED CK2603* NAVD 88 - 2.787 (meters) 9.14 (feet) ADJUSTED CK2603 ___________________________________________________________________ CK2603 GEOID HEIGHT- -32.62 (meters) GEOID99 CK2603 DYNAMIC HT - 2.784 (meters) 9.13 (feet) COMP CK2603 MODELED GRAV- 979,526.2 (mgal) NAVD 88 CK2603 CK2603 VERT ORDER - FIRST CLASS II CK2603 CK2603.The horizontal coordinates were scaled from a topographic map and have CK2603.an estimated accuracy of +/- 6 seconds. CK2603 CK2603.The orthometric height was determined by differential leveling CK2603.and adjusted by the National Geodetic Survey in June 1991. CK2603 CK2603.The geoid height was determined by GEOID99. CK2603 CK2603.The dynamic height is computed by dividing the NAVD 88 CK2603.geopotential number by the normal gravity value computed on the CK2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CK2603.degrees latitude (g = 980.6199 gals.). CK2603 CK2603.The modeled gravity was interpolated from observed gravity values. CK2603 CK2603; North East Units Estimated Accuracy CK2603;SPC SC - 88,630. 686,620. MT (+/- 180 meters Scaled) CK2603 CK2603 SUPERSEDED SURVEY CONTROL CK2603 CK2603 NGVD 29 - 3.084 (m) 10.12 (f) ADJUSTED 1 2 CK2603 CK2603.Superseded values are not recommended for survey control. CK2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CK2603.See file dsdata.txt to determine how the superseded data were derived. CK2603 CK2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS769105(NAD 83) CK2603_MARKER: DD = SURVEY DISK CK2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CK2603_STAMPING: VERT 10 150 1983 CK2603_MARK LOGO: SCGS CK2603_PROJECTION: PROJECTING 7 CENTIMETERS CK2603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET CK2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CK2603+STABILITY: SURFACE MOTION CK2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CK2603+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000 CK2603 CK2603 HISTORY - Date Condition Report By CK2603 HISTORY - 1983 MONUMENTED SCGS CK2603 HISTORY - 19950615 GOOD USPSQD CK2603 HISTORY - 20001205 GOOD SCGS CK2603 CK2603 STATION DESCRIPTION CK2603 CK2603'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1983 CK2603'13.0 KM (8.1 MI) SE FROM HOLLYWOOD. CK2603'20.3 KILOMETERS (12.65 MILES) WEST ALONG STATE HIGHWAY 700 FROM THE CK2603'JOHNS ISLAND POST OFFICE, THENCE 1.1 KILOMETERS (0.7 MILE) NORTHEAST CK2603'ALONG COUNTY ROAD S-10-765, SET NEAR A TELEPHONE JUNCTION BOX IN THE CK2603'SOUTHWEST ANGLE OF A SAND DRIVE LEADING TO A ONE-STORY WOOD HOUSE, 1.0 CK2603'METER (3.4 FEET) SOUTHWEST OF THE TELEPHONE JUNCTION BOX, 6.1 METERS CK2603'(20.4 FEET) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE SAND CK2603'DRIVE, 7.3 METERS (24.4 FEET) SOUTH-SOUTHEAST OF THE APPROXIMATE CK2603'CENTER OF THE COUNTY ROAD. CK2603'THE MARK IS 0.70 METERS ENE FROM A WITNESS POST. CK2603'THE MARK IS 0.80 M ABOVE COUNTY ROAD. CK2603 CK2603 STATION RECOVERY (1995) CK2603 CK2603'RECOVERY NOTE BY US POWER SQUADRON 1995 CK2603'RECOVERED IN GOOD CONDITION. CK2603 CK2603 STATION RECOVERY (2000) CK2603 CK2603'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) CK2603'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTH NORTHEAST OF ROCKVILLE, CK2603'17.5 MILES (28.2 KM) SOUTHWEST OF CHARLESTON. OWNERSHIP--SCDOT, CK2603'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE CK2603'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE CK2603'HIGHWAYS 171 (FOLLY ROAD) AND 700 (MAYBANK HIGHWAY) , 2.9 MILES (4.7 CK2603'KM) SOUTH OF CHARLESTON, GO WEST ON HIGHWAY 700 FOR 4.1 MILES (6.6 KM) CK2603'TO THE JUNCTION OF STATE ROAD 54 (RIVER ROAD) , CONTINUE ON HIGHWAY CK2603'700 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF STATE ROAD 20 (MAIN CK2603'ROAD) , CONTINUE ON HIGHWAY 700 FOR 2.8 MILES (4.5 KM) TO THE FORK CK2603'JUNCTION OF STATE ROAD 316 (BEAR BLUFF ROAD) , BEAR LEFT ON HIGHWAY CK2603'700 FOR 7.0 MILES (11.3 KM) TO THE JUNCTION OF STATE ROAD 765 (BOY CK2603'SCOUT ROAD) , TURN LEFT ON ROAD 765 FOR 0.7 MILE (1.1 KM) TO THE CK2603'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A DIRT DRIVEWAY LEADING CK2603'TO A WOOD-SIDED HOUSE NUMBER 2585. STATION IS A CONCRETE POST CK2603'PROJECTING 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, CK2603'23.8 FEET (7.3 M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 20.1 FEET CK2603'(6.1 M) WEST SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 11.9 FEET (3.6 CK2603'M) SOUTHWEST OF THE SOUTHWEST END OF A 1.2-FOOT CONCRETE PIPE CULVERT CK2603'BENEATH THE DRIVEWAY, 2.1 FEET (0.6 M) SOUTHEAST OF A TELEPHONE CK2603'JUNCTION BOX NUMBER 2585, 102.6 FEET (31.3 M) EAST NORTHEAST OF A CK2603'POWER POLE WITH A SCGS REFERENCE WASHER ATTACHED, 1.0 FOOT (0.3 M) CK2603'NORTH NORTHWEST OF A WITNESS POST. RECOVERED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CJ1450 *********************************************************************** CJ1450 DESIGNATION - 10 358 CJ1450 PID - CJ1450 CJ1450 STATE/COUNTY- SC/CHARLESTON CJ1450 USGS QUAD - CHARLESTON (1983) CJ1450 CJ1450 *CURRENT SURVEY CONTROL CJ1450 ___________________________________________________________________ CJ1450* NAD 83(1986)- 32 46 49. (N) 079 56 07. (W) SCALED CJ1450* NAVD 88 - 2.770 (meters) 9.09 (feet) ADJUSTED CJ1450 ___________________________________________________________________ CJ1450 GEOID HEIGHT- -33.12 (meters) GEOID99 CJ1450 DYNAMIC HT - 2.767 (meters) 9.08 (feet) COMP CJ1450 MODELED GRAV- 979,539.1 (mgal) NAVD 88 CJ1450 CJ1450 VERT ORDER - FIRST CLASS II CJ1450 CJ1450.The horizontal coordinates were scaled from a topographic map and have CJ1450.an estimated accuracy of +/- 6 seconds. CJ1450 CJ1450.The orthometric height was determined by differential leveling CJ1450.and adjusted by the National Geodetic Survey in August 1994. CJ1450 CJ1450.The geoid height was determined by GEOID99. CJ1450 CJ1450.The dynamic height is computed by dividing the NAVD 88 CJ1450.geopotential number by the normal gravity value computed on the CJ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CJ1450.degrees latitude (g = 980.6199 gals.). CJ1450 CJ1450.The modeled gravity was interpolated from observed gravity values. CJ1450 CJ1450; North East Units Estimated Accuracy CJ1450;SPC SC - 105,530. 709,340. MT (+/- 180 meters Scaled) CJ1450 CJ1450 SUPERSEDED SURVEY CONTROL CJ1450 CJ1450 NGVD 29 - 3.069 (m) 10.07 (f) ADJUSTED 1 2 CJ1450 CJ1450.Superseded values are not recommended for survey control. CJ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CJ1450.See file dsdata.txt to determine how the superseded data were derived. CJ1450 CJ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNS997274(NAD 83) CJ1450_MARKER: DD = SURVEY DISK CJ1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CJ1450_STAMPING: 10 358 1991 CJ1450_MARK LOGO: SCGS CJ1450_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT CJ1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CJ1450+STABILITY: SURFACE MOTION CJ1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ1450+SATELLITE: SATELLITE OBSERVATIONS - 1991 CJ1450 CJ1450 HISTORY - Date Condition Report By CJ1450 HISTORY - 1991 MONUMENTED SCGS CJ1450 HISTORY - 20021019 MARK NOT FOUND USPSQD CJ1450 CJ1450 STATION DESCRIPTION CJ1450 CJ1450'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ1450'STATION IS LOCATED IN CHARLESTON. OWNERSHIP--SCDHPT, DIRECTOR OF CJ1450'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE CJ1450'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF EAST BAY CJ1450'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET CJ1450'FOR 0.35 MILE TO THE JUNCTION OF A ROAD RIGHT, TURN RIGHT ON THE CJ1450'NARROW PAVED ROAD FOR 0.3 MILE TO THE JUNCTION OF KING STREET, TURN CJ1450'LEFT ON KING STREET FOR 0.05 MILE (ONE SHORT BLOCK) TO THE JUNCTION CJ1450'OF BEAUFAIN STREET, TURN RIGHT ON BEAUFAIN STREET FOR 0.15 MILE TO A CJ1450'GRASSY TRAFFIC ISLAND AND THE STATION ON THE LEFT. STATION IS A CJ1450'CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE BEAUFAIN CJ1450'STREET, 8.2 FEET SOUTH SOUTHEAST OF THE NORTH EDGE OF THE SOUTH CURB CJ1450'OF BEAUFAIN STREET, 73.5 FEET EAST NORTHEAST OF A FIRE HYDRANT, 41.6 CJ1450'FEET SOUTH SOUTHWEST OF A POWER POLE NUMBER 1068/295194, 55.0 FEET CJ1450'NORTH OF THE SOUTH EDGE OF THE NORTH CURB OF MARKET STREET, 4.9 FEET CJ1450'SOUTHWEST OF A WITNESS POST. DESCRIBED BY T. HALL. CJ1450 CJ1450 STATION RECOVERY (2002) CJ1450 CJ1450'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS) CJ1450'WITNESS POST ALSO MISSING-NEW CONSTRUCTION FOR PARKING LOT 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CJ0901 *********************************************************************** CJ0901 DESIGNATION - BATTERY 3 CJ0901 PID - CJ0901 CJ0901 STATE/COUNTY- SC/CHARLESTON CJ0901 USGS QUAD - CHARLESTON (1983) CJ0901 CJ0901 *CURRENT SURVEY CONTROL CJ0901 ___________________________________________________________________ CJ0901* NAD 83(1986)- 32 46 09.76188(N) 079 55 43.49717(W) ADJUSTED CJ0901* NAVD 88 - 2.616 (meters) 8.58 (feet) ADJUSTED CJ0901 ___________________________________________________________________ CJ0901 LAPLACE CORR- -2.84 (seconds) DEFLEC99 CJ0901 GEOID HEIGHT- -33.13 (meters) GEOID99 CJ0901 DYNAMIC HT - 2.613 (meters) 8.57 (feet) COMP CJ0901 MODELED GRAV- 979,538.0 (mgal) NAVD 88 CJ0901 CJ0901 HORZ ORDER - SECOND CJ0901 VERT ORDER - FIRST CLASS II CJ0901 CJ0901.The North Carolina/South Carolina HARNS have been completed but, CJ0901.due to contractual restrictions, coordinates for these stations CJ0901.will NOT be published in the near future. In the interim, the CJ0901.published coordinates in North and South Carolina will not be CJ0901.consistent with the Continuously Operating Reference Stations CJ0901.(CORS). The HARN coordinates for these stations are available CJ0901.upon request. Contact Gary Thompson(919-733-3836), or Lewis CJ0901.Lapine(803-896-7700). CJ0901. CJ0901.In addition, the published North and South Carolina positions CJ0901.(NAD 83 (1986)) are NOT consistent with those determined in CJ0901.adjacent state readjustments. The discontinuity between stations CJ0901.located in North or South Carolina and those in adjacent states CJ0901.which have been adjusted to the HARN may be as much as 5 CJ0901.decimeters. This will result in a significant loss of accuracy CJ0901.over lines crossing such state borders. CJ0901 CJ0901 CJ0901.The horizontal coordinates were established by classical geodetic methods CJ0901.and adjusted by the National Geodetic Survey in July 1986. CJ0901 CJ0901.The orthometric height was determined by differential leveling CJ0901.and adjusted by the National Geodetic Survey in August 1994. CJ0901 CJ0901.The Laplace correction was computed from DEFLEC99 derived deflections. CJ0901 CJ0901.The geoid height was determined by GEOID99. CJ0901 CJ0901.The dynamic height is computed by dividing the NAVD 88 CJ0901.geopotential number by the normal gravity value computed on the CJ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CJ0901.degrees latitude (g = 980.6199 gals.). CJ0901 CJ0901.The modeled gravity was interpolated from observed gravity values. CJ0901 CJ0901; North East Units Scale Converg. CJ0901;SPC SC - 104,329.158 709,961.240 MT 0.99991600 +0 35 38.0 CJ0901;SPC SC - 342,287.26 2,329,269.16 iFT 0.99991600 +0 35 38.0 CJ0901;UTM 17 - 3,626,228.389 600,333.760 MT 0.99972413 +0 34 47.5 CJ0901 CJ0901: Primary Azimuth Mark Grid Az CJ0901:SPC SC - MT PLEASANT NEW TANK 067 49 50.5 CJ0901:UTM 17 - MT PLEASANT NEW TANK 067 50 41.0 CJ0901 CJ0901|---------------------------------------------------------------------| CJ0901| PID Reference Object Distance Geod. Az | CJ0901| dddmmss.s | CJ0901| CJ1017 BATTERY 3 RM 1 10.189 METERS 01824 | CJ0901| CJ0887 MT PLEASANT RANGE REAR LT APPROX. 3.6 KM 0620337.8 | CJ0901| CJ0850 MT PLEASANT NEW TANK APPROX. 5.7 KM 0682528.5 | CJ0901| CJ0856 CHARLESTON LIGHT APPROX. 8.1 KM 0985906.6 | CJ0901| CJ0874 FORT SUMTER RANGE REAR LIGHT APPROX. 5.0 KM 1084806.6 | CJ0901| CJ1018 BATTERY 3 RM 2 15.490 METERS 21327 | CJ0901|---------------------------------------------------------------------| CJ0901 CJ0901 SUPERSEDED SURVEY CONTROL CJ0901 CJ0901 NAD 27 - 32 46 09.12700(N) 079 55 44.17800(W) AD( ) 2 CJ0901 NGVD 29 - 2.915 (m) 9.56 (f) ADJUSTED 1 2 CJ0901 CJ0901.Superseded values are not recommended for survey control. CJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CJ0901.See file dsdata.txt to determine how the superseded data were derived. CJ0901 CJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0033426228(NAD 83) CJ0901_MARKER: DD = SURVEY DISK CJ0901_SETTING: 37 = SEAWALL CJ0901_STAMPING: BATTERY 3 USE 1933 CJ0901_MARK LOGO: USE CJ0901_MAGNETIC: N = NO MAGNETIC MATERIAL CJ0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CJ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ0901+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002 CJ0901 CJ0901 HISTORY - Date Condition Report By CJ0901 HISTORY - 1933 MONUMENTED USE CJ0901 HISTORY - 1933 GOOD USE CJ0901 HISTORY - 1953 GOOD CGS CJ0901 HISTORY - 1956 GOOD CGS CJ0901 HISTORY - 1976 GOOD USE CJ0901 HISTORY - 1978 GOOD ALSTER CJ0901 HISTORY - 1983 GOOD NGS CJ0901 HISTORY - 1984 GOOD NGS CJ0901 HISTORY - 1987 GOOD USPSQD CJ0901 HISTORY - 19910220 GOOD SCGS CJ0901 HISTORY - 19910429 GOOD SCGS CJ0901 HISTORY - 19910602 GOOD USPSQD CJ0901 HISTORY - 19930508 GOOD WOOLPT CJ0901 HISTORY - 20021019 GOOD USPSQD CJ0901 CJ0901 STATION DESCRIPTION CJ0901 CJ0901'DESCRIBED BY US ENGINEERS 1933 (MOW) CJ0901'ON THE SIDEWALK ON THE BATTERY IN THE CITY OF CHARLESTON. THE CJ0901'STATION IS A STANDARD DISC SET IN CONCRETE IN A DRILL-HOLE IN THE CJ0901'GRANITE WALK, 33.0 METERS SOUTH OF THE MONUMENT COMMEMORATING THE CJ0901'BATTLE OF FORT SUMTER, 0.75 METERS FROM THE SOUTHERN EDGE OF THE CJ0901'WALK AND 3.42 METERS FROM THE NORTHERN EDGE. CJ0901' CJ0901'NO REFERENCE MARKS WERE ESTABLISHED. CJ0901' CJ0901'THIS MARK IS PLACED OVER THE EXACT POINT OF BATTERY 3 OF THE U.S. CJ0901'ENGINEERS. CJ0901' CJ0901'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. CJ0901 CJ0901 STATION RECOVERY (1933) CJ0901 CJ0901'RECOVERY NOTE BY US ENGINEERS 1933 CJ0901'RECOVERED IN GOOD CONDITION. CJ0901 CJ0901 STATION RECOVERY (1953) CJ0901 CJ0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JSM) CJ0901'STATION WAS RECOVERED AS DESCRIBED. BEARING FROM THE MONUMENT SHOULD CJ0901'BE E INSTEAD OF S. CJ0901 CJ0901 STATION RECOVERY (1956) CJ0901 CJ0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (IRR) CJ0901'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THERE ARE NO CJ0901'REFERENCE MARKS. THE PUBLISHED DESCRIPTION IS INADEQUATE. A NEW CJ0901'DESCRIPTION FOLLOWS-- CJ0901' CJ0901'THE STATION MARK IS LOCATED ON THE GRANITE PART OF THE SIDEWALK OF CJ0901'THE CHARLESTON BATTERY. IT IS 108.2 FT. SE OF THE MONUMENT CJ0901'COMMEMORATING THE BATTLE OF FORT SUMTER, 78.8 FT. NE OF THE CJ0901'APPROXIMATE 90 DEG BEND IN THE BATTERY, 11.3 FT. SE OF THE NW EDGE OF CJ0901'THE WALK, AND 2.5 FT. NW OF THE SE EDGE OF THE WALK. IT IS A CJ0901'STANDARD DISK, STAMPED BATTERY USE 1933 AND SET IN CONCRETE IN A CJ0901'DRILL HOLE OF THE GRANITE SIDEWALK OF THE CHARLESTON BATTERY. CJ0901 CJ0901 STATION RECOVERY (1976) CJ0901 CJ0901'RECOVERY NOTE BY US ENGINEERS 1976 (AHP) CJ0901'RECOVERED AS DESCRIBED CJ0901' CJ0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILE NORTHEAST CJ0901 CJ0901 STATION RECOVERY (1978) CJ0901 CJ0901'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC) CJ0901'STATION RECOVERED GOOD--STAMPING WORE OFF. CJ0901' CJ0901'DISTANCE AND DIRECTION FROM NEAREST TOWN--CHARLESTON. CJ0901 CJ0901 STATION RECOVERY (1983) CJ0901 CJ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN) CJ0901'THE STATION WAS RECOVERED IN GOOD CONDITION, NEW CJ0901'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME, CJ0901'THERE WERE NONE BEFORE. CJ0901'A NEW DESCRIPTION FOLLOWS. CJ0901' CJ0901'THE STATION IS LOCATED IN CHARLESTON ON THE SIDEWALK OF CJ0901'THE BATTERY, CEMENTED IN A DRILL HOLE IN GRANITE, 32.9 CJ0901'METERS (108.0 FT) SOUTHEAST OF THE MONUMENT COMMEMORATING CJ0901'THE BATTLE OF FORT SUMTER, AT THE JUNCTION OF EAST BAY CJ0901'AND EAST BATTERY STREETS, 24.0 METERS (78.7 FT) NORTH OF CJ0901'A SHARP CURVE IN A SIDEWALK. CJ0901'OWNERSHIP--CITY OF CHARLESTON, CHARLESTON SC 20409. CJ0901' CJ0901'THE STATION IS A STANDARD NGS DISK CJ0901'STAMPED---BATTERY 3 USE 1933---, CJ0901'CEMENTED IN A DRILL HOLE IN A SEAWALL, WHICH IS ALSO A CJ0901'ELEVATED SIDEWALK, FLUSH WITH THE SURFACE. CJ0901'IT IS LOCATED CJ0901'12.38 METERS (40.6 FT) EAST FROM THE CENTER OF ROAD, CJ0901'7.25 METERS (23.8 FT) NORTH-NORTHWEST FROM THE CENTER OF A BRASS CJ0901'MONUMENT PLATE SET IN SEAWALL, CJ0901'3.44 METERS (11.3 FT) WEST-NORTHWEST FROM THE WEST SIDE OF CJ0901'SEAWALL AND CJ0901'0.49 METER (1.6 FT) EAST-NORTHEAST FROM THE EAST SIDE RAILING OF CJ0901'SEAWALL. CJ0901' CJ0901'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK CJ0901'STAMPED---BATTERY 3 USE NO 1 1933---, CJ0901'CEMENTED IN A DRILL HOLE IN THE SEAWALL, FLUSH WITH THE CJ0901'SURFACE, CJ0901'IT IS LOCATED CJ0901'17.4 METERS (57.1 FT) NORTH FROM THE BRASS MONUMENT PLATE SET CJ0901'INTO SEAWALL, CJ0901'12.19 METERS (40.4 FT) EAST FROM THE CENTER OF PAVED ROAD, CJ0901'3.52 METERS (11.5 FT) EAST FROM THE WEST SIDE OF SEAWALL AND CJ0901'0.40 METER (1.3 FT) WEST FROM THE EAST SIDE OF SEAWALL CONCRETE CJ0901'POST. CJ0901'MARK IS LEVEL WITH STATION. CJ0901' CJ0901'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK CJ0901'STAMPED---BATTERY 3 USE 1933 NO 2 ---, CJ0901'CEMENTED IN A DRILL HOLE IN THE SEAWALL, FLUSH WITH SURFACE. CJ0901'IT IS LOCATED CJ0901'11.83 METERS (38.8 FT) SOUTHEAST FROM CENTER OF PAVED ROAD, CJ0901'8.75 METERS (28.7 FT) SOUTHWEST FROM THE CENTER OF BRASS PLATE CJ0901'SET IN SEAWALL, CJ0901'2.87 METERS (9.4 FT) NORTHWEST FROM THE SIDE RAILING OF SEAWALL CJ0901'AND CJ0901'1.0 METER (3.3 FT) SOUTH-SOUTHEAST FROM THE WEST SIDE OF SEAWALL. CJ0901'MARK IS LEVEL WITH STATION. CJ0901' CJ0901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS. CJ0901 CJ0901 STATION RECOVERY (1984) CJ0901 CJ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN) CJ0901'THE STATION WAS RECOVERED AT THIS DATE. CJ0901' CJ0901'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. CJ0901' CJ0901'DESCRIBED BY D.L. MCFARLAND. CJ0901 CJ0901 STATION RECOVERY (1987) CJ0901 CJ0901'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLM) CJ0901'RECOVERED IN GOOD CONDITION. CJ0901 CJ0901 STATION RECOVERY (1991) CJ0901 CJ0901'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ0901'IN CHARLESTON, IN THE SEA WALL SUPPORTING AN ELEVATED SIDEWALK AT THE CJ0901'BATTERY (JUNCTION OF LOCKWOOD AND EAST BAY STREET). CJ0901'OWNERSHIP--DEPARTMENT OF PARKS, 30 MARY MURRAY DRIVE, CHARLESTON, SC CJ0901'29403, PHONE 803-724-7321, ATTENTION-STEVE LIVINGSTON. 4.2 FEET CJ0901'ABOVE THE STREET, 2.6 FEET WEST OF THE EAST EDGE OF THE SEA WALL, CJ0901'11.3 FEET EAST OF THE WEST EDGE OF THE RETAINING WALL SUPPORTING A CJ0901'SLATE SIDEWALK, 50.8 FEET NORTHEAST OF REFERENCE MARK BATTERY 3 USE CJ0901'RM 2, 103.1 FEET SOUTHEAST OF THE EAST EDGE OF THE BASE OF A MONUMENT CJ0901'COMMEMORATING THE BATTLE OF FORT SUMTER. RECOVERED BY T. HALL. CJ0901 CJ0901 STATION RECOVERY (1991) CJ0901 CJ0901'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ0901'RECOVERED IN GOOD CONDITION. CJ0901 CJ0901 STATION RECOVERY (1991) CJ0901 CJ0901'RECOVERY NOTE BY US POWER SQUADRON 1991 (JT) CJ0901'RECOVERED IN GOOD CONDITION. CJ0901 CJ0901 STATION RECOVERY (1993) CJ0901 CJ0901'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MS) CJ0901'RECOVERED AS DESCRIBED. CJ0901 CJ0901 STATION RECOVERY (2002) CJ0901 CJ0901'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS) CJ0901'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CJ1017 *********************************************************************** CJ1017 DESIGNATION - BATTERY 3 RM 1 CJ1017 PID - CJ1017 CJ1017 STATE/COUNTY- SC/CHARLESTON CJ1017 USGS QUAD - CHARLESTON (1983) CJ1017 CJ1017 *CURRENT SURVEY CONTROL CJ1017 ___________________________________________________________________ CJ1017* NAD 83(1986)- 32 46 10.07573(N) 079 55 43.37363(W) ADJUSTED CJ1017* NAVD 88 - 2.606 (meters) 8.55 (feet) ADJUSTED CJ1017 ___________________________________________________________________ CJ1017 LAPLACE CORR- -2.84 (seconds) DEFLEC99 CJ1017 GEOID HEIGHT- -33.13 (meters) GEOID99 CJ1017 DYNAMIC HT - 2.603 (meters) 8.54 (feet) COMP CJ1017 MODELED GRAV- 979,538.0 (mgal) NAVD 88 CJ1017 CJ1017 HORZ ORDER - SECOND CJ1017 VERT ORDER - FIRST CLASS II CJ1017 CJ1017.The North Carolina/South Carolina HARNS have been completed but, CJ1017.due to contractual restrictions, coordinates for these stations CJ1017.will NOT be published in the near future. In the interim, the CJ1017.published coordinates in North and South Carolina will not be CJ1017.consistent with the Continuously Operating Reference Stations CJ1017.(CORS). The HARN coordinates for these stations are available CJ1017.upon request. Contact Gary Thompson(919-733-3836), or Lewis CJ1017.Lapine(803-896-7700). CJ1017. CJ1017.In addition, the published North and South Carolina positions CJ1017.(NAD 83 (1986)) are NOT consistent with those determined in CJ1017.adjacent state readjustments. The discontinuity between stations CJ1017.located in North or South Carolina and those in adjacent states CJ1017.which have been adjusted to the HARN may be as much as 5 CJ1017.decimeters. This will result in a significant loss of accuracy CJ1017.over lines crossing such state borders. CJ1017 CJ1017 CJ1017.The horizontal coordinates were established by classical geodetic methods CJ1017.and adjusted by the National Geodetic Survey in July 1989. CJ1017 CJ1017.The orthometric height was determined by differential leveling CJ1017.and adjusted by the National Geodetic Survey in August 1994. CJ1017 CJ1017.The Laplace correction was computed from DEFLEC99 derived deflections. CJ1017 CJ1017.The geoid height was determined by GEOID99. CJ1017 CJ1017.The dynamic height is computed by dividing the NAVD 88 CJ1017.geopotential number by the normal gravity value computed on the CJ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CJ1017.degrees latitude (g = 980.6199 gals.). CJ1017 CJ1017.The modeled gravity was interpolated from observed gravity values. CJ1017 CJ1017; North East Units Scale Converg. CJ1017;SPC SC - 104,338.858 709,964.355 MT 0.99991598 +0 35 38.1 CJ1017;SPC SC - 342,319.09 2,329,279.38 iFT 0.99991598 +0 35 38.1 CJ1017;UTM 17 - 3,626,238.087 600,336.876 MT 0.99972414 +0 34 47.6 CJ1017 CJ1017 SUPERSEDED SURVEY CONTROL CJ1017 CJ1017 NGVD 29 - 2.905 (m) 9.53 (f) ADJUSTED 1 2 CJ1017 CJ1017.Superseded values are not recommended for survey control. CJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CJ1017.See file dsdata.txt to determine how the superseded data were derived. CJ1017 CJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0033726238(NAD 83) CJ1017_MARKER: DR = REFERENCE MARK DISK CJ1017_SETTING: 37 = SEAWALL CJ1017_STAMPING: BATTERY 3 USE 1933 NO 1 1983 CJ1017_MARK LOGO: NGS CJ1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CJ1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ1017+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002 CJ1017 CJ1017 HISTORY - Date Condition Report By CJ1017 HISTORY - UNK MONUMENTED CJ1017 HISTORY - 19910220 GOOD SCGS CJ1017 HISTORY - 20021019 GOOD USPSQD CJ1017 CJ1017 STATION DESCRIPTION CJ1017 CJ1017'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ1017'IN CHARLESTON, IN THE SEA WALL SUPPORTING AN ELEVATED SIDEWALK AT THE CJ1017'BATTERY (JUNCTION OF LOCKWOOD AND EAST BAY STREET). CJ1017'OWNERSHIP--DEPARTMENT OF PARKS, 30 MARY MURRAY DRIVE, CHARLESTON, SC CJ1017'29403, PHONE 803-724-7321, ATTENTION-STEVE LIVINGSTON. 4.2 ABOVE THE CJ1017'STREET, 33.4 FEET NORTH NORTHEAST OF TRIANGULATION STATION BATTERY 3, CJ1017'83.5 FEET NORTH NORTHEAST OF REFERENCE MARK BATTERY 3 RM 2, 2.3 FEET CJ1017'WEST OF THE EAST EDGE OF THE SEA WALL, 11.4 FEET EAST OF THE WEST CJ1017'EDGE OF THE RETAINING WALL SUPPORTING THE SLATE SIDEWALK. RECOVERED CJ1017'BY T. HALL. CJ1017 CJ1017 STATION RECOVERY (2002) CJ1017 CJ1017'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS) CJ1017'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CJ1018 *********************************************************************** CJ1018 DESIGNATION - BATTERY 3 RM 2 CJ1018 PID - CJ1018 CJ1018 STATE/COUNTY- SC/CHARLESTON CJ1018 USGS QUAD - CHARLESTON (1983) CJ1018 CJ1018 *CURRENT SURVEY CONTROL CJ1018 ___________________________________________________________________ CJ1018* NAD 83(1986)- 32 46 09.34234(N) 079 55 43.82524(W) ADJUSTED CJ1018* NAVD 88 - 2.663 (meters) 8.74 (feet) ADJUSTED CJ1018 ___________________________________________________________________ CJ1018 LAPLACE CORR- -2.84 (seconds) DEFLEC99 CJ1018 GEOID HEIGHT- -33.13 (meters) GEOID99 CJ1018 DYNAMIC HT - 2.660 (meters) 8.73 (feet) COMP CJ1018 MODELED GRAV- 979,538.0 (mgal) NAVD 88 CJ1018 CJ1018 HORZ ORDER - SECOND CJ1018 VERT ORDER - FIRST CLASS II CJ1018 CJ1018.The North Carolina/South Carolina HARNS have been completed but, CJ1018.due to contractual restrictions, coordinates for these stations CJ1018.will NOT be published in the near future. In the interim, the CJ1018.published coordinates in North and South Carolina will not be CJ1018.consistent with the Continuously Operating Reference Stations CJ1018.(CORS). The HARN coordinates for these stations are available CJ1018.upon request. Contact Gary Thompson(919-733-3836), or Lewis CJ1018.Lapine(803-896-7700). CJ1018. CJ1018.In addition, the published North and South Carolina positions CJ1018.(NAD 83 (1986)) are NOT consistent with those determined in CJ1018.adjacent state readjustments. The discontinuity between stations CJ1018.located in North or South Carolina and those in adjacent states CJ1018.which have been adjusted to the HARN may be as much as 5 CJ1018.decimeters. This will result in a significant loss of accuracy CJ1018.over lines crossing such state borders. CJ1018 CJ1018 CJ1018.The horizontal coordinates were established by classical geodetic methods CJ1018.and adjusted by the National Geodetic Survey in July 1989. CJ1018 CJ1018.The orthometric height was determined by differential leveling CJ1018.and adjusted by the National Geodetic Survey in August 1994. CJ1018 CJ1018.The Laplace correction was computed from DEFLEC99 derived deflections. CJ1018 CJ1018.The geoid height was determined by GEOID99. CJ1018 CJ1018.The dynamic height is computed by dividing the NAVD 88 CJ1018.geopotential number by the normal gravity value computed on the CJ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CJ1018.degrees latitude (g = 980.6199 gals.). CJ1018 CJ1018.The modeled gravity was interpolated from observed gravity values. CJ1018 CJ1018; North East Units Scale Converg. CJ1018;SPC SC - 104,316.147 709,952.837 MT 0.99991603 +0 35 37.9 CJ1018;SPC SC - 342,244.58 2,329,241.59 iFT 0.99991603 +0 35 37.9 CJ1018;UTM 17 - 3,626,215.383 600,325.355 MT 0.99972411 +0 34 47.4 CJ1018 CJ1018 SUPERSEDED SURVEY CONTROL CJ1018 CJ1018 NGVD 29 - 2.962 (m) 9.72 (f) ADJUSTED 1 2 CJ1018 CJ1018.Superseded values are not recommended for survey control. CJ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CJ1018.See file dsdata.txt to determine how the superseded data were derived. CJ1018 CJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS0032526215(NAD 83) CJ1018_MARKER: DR = REFERENCE MARK DISK CJ1018_SETTING: 37 = RETAINING WALL CJ1018_STAMPING: BATTERY 3 USE 1933 NO 2 1983 CJ1018_MARK LOGO: NGS CJ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CJ1018+STABILITY: SURFACE MOTION CJ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ1018+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002 CJ1018 CJ1018 HISTORY - Date Condition Report By CJ1018 HISTORY - UNK MONUMENTED CJ1018 HISTORY - 19910220 GOOD SCGS CJ1018 HISTORY - 20021019 GOOD USPSQD CJ1018 CJ1018 STATION DESCRIPTION CJ1018 CJ1018'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ1018'STATION IS LOCATED IN A RETAINING WALL SUPPORTING AN ELEVATED CJ1018'SIDEWALK AT THE BATTERY (JUNCTION OF LOCKWOOD AND EAST BAY STREET) IN CJ1018'CHARLESTON. OWNERSHIP--DEPARTMENT OF PARKS, 30 MARY MURRAY DRIVE, CJ1018'CHARLESTON, SC 29403, PHONE 803-724-7321, ATTENTION-STEVE LIVINGSTON. CJ1018'4.2 ABOVE THE STREET, 50.8 FEET SOUTHWEST OF TRIANGULATION STATION CJ1018'BATTERY 3 USE, 83.5 FEET SOUTH SOUTHWEST OF REFERENCE MARK BATTERY 3 CJ1018'USE RM 1, 3.2 FEET SOUTH SOUTHEAST OF THE NORTHWEST EDGE OF THE CJ1018'RETAINING WALL, 10.3 FEET NORTH NORTHWEST OF THE SOUTHEAST EDGE OF CJ1018'THE SEA WALL. RECOVERED BY T. HALL. CJ1018 CJ1018 STATION RECOVERY (2002) CJ1018 CJ1018'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS) CJ1018'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 CJ0080 *********************************************************************** CJ0080 DESIGNATION - CHARLESTON CJ0080 PID - CJ0080 CJ0080 STATE/COUNTY- SC/CHARLESTON CJ0080 USGS QUAD - CHARLESTON (1983) CJ0080 CJ0080 *CURRENT SURVEY CONTROL CJ0080 ___________________________________________________________________ CJ0080* NAD 83(1986)- 32 47 00. (N) 079 55 53. (W) SCALED CJ0080* NAVD 88 - 4.149 (meters) 13.61 (feet) ADJUSTED CJ0080 ___________________________________________________________________ CJ0080 GEOID HEIGHT- -33.12 (meters) GEOID99 CJ0080 DYNAMIC HT - 4.144 (meters) 13.60 (feet) COMP CJ0080 MODELED GRAV- 979,539.2 (mgal) NAVD 88 CJ0080 CJ0080 VERT ORDER - FIRST CLASS I CJ0080 CJ0080.The horizontal coordinates were scaled from a topographic map and have CJ0080.an estimated accuracy of +/- 6 seconds. CJ0080 CJ0080.The orthometric height was determined by differential leveling CJ0080.and adjusted by the National Geodetic Survey in June 1991. CJ0080.WARNING-Repeat measurements at this control monument indicate possible CJ0080.vertical movement. CJ0080 CJ0080.The geoid height was determined by GEOID99. CJ0080 CJ0080.The dynamic height is computed by dividing the NAVD 88 CJ0080.geopotential number by the normal gravity value computed on the CJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CJ0080.degrees latitude (g = 980.6199 gals.). CJ0080 CJ0080.The modeled gravity was interpolated from observed gravity values. CJ0080 CJ0080; North East Units Estimated Accuracy CJ0080;SPC SC - 105,870. 709,700. MT (+/- 180 meters Scaled) CJ0080 CJ0080 SUPERSEDED SURVEY CONTROL CJ0080 CJ0080 NGVD 29 - 4.447 (m) 14.59 (f) ADJUSTED 1 1 CJ0080 CJ0080.Superseded values are not recommended for survey control. CJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CJ0080.See file dsdata.txt to determine how the superseded data were derived. CJ0080 CJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPS000277(NAD 83) CJ0080_MARKER: DB = BENCH MARK DISK CJ0080_SETTING: 36 = BUILDING CJ0080_STAMPING: CHARLESTON 1933 CJ0080_MARK LOGO: CGS CJ0080_MAGNETIC: N = NO MAGNETIC MATERIAL CJ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CJ0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CJ0080+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002 CJ0080 CJ0080 HISTORY - Date Condition Report By CJ0080 HISTORY - 1933 MONUMENTED CGS CJ0080 HISTORY - 1952 GOOD NGS CJ0080 HISTORY - 1974 GOOD NGS CJ0080 HISTORY - 1979 GOOD NGS CJ0080 HISTORY - 1987 GOOD USPSQD CJ0080 HISTORY - 1989 GOOD USPSQD CJ0080 HISTORY - 19910220 GOOD SCGS CJ0080 HISTORY - 19960814 GOOD SCGS CJ0080 HISTORY - 20021019 GOOD USPSQD CJ0080 CJ0080 STATION DESCRIPTION CJ0080 CJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 CJ0080'AT CHARLESTON. CJ0080'AT CHARLESTON, AT INTERSECTION OF MEETING AND WENTWORTH STREETS, CJ0080'12 FEET EAST OF EAST CURB OF MEETING STREET, 59 FEET NORTH OF NORTH CJ0080'CURB OF WENTWORTH, SET VERTICALLY IN THE WEST FACE OF FIRE STATION CJ0080'NO. 4, 7 FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND 3 1/2 CJ0080'FEET ABOVE SIDE WALK. CJ0080 CJ0080 STATION RECOVERY (1974) CJ0080 CJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 CJ0080'RECOVERED IN GOOD CONDITION. CJ0080 CJ0080 STATION RECOVERY (1979) CJ0080 CJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CJ0080'RECOVERED IN GOOD CONDITION. CJ0080 CJ0080 STATION RECOVERY (1987) CJ0080 CJ0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLM) CJ0080'RECOVERED IN GOOD CONDITION. CJ0080 CJ0080 STATION RECOVERY (1989) CJ0080 CJ0080'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) CJ0080'RECOVERED IN GOOD CONDITION. CJ0080 CJ0080 STATION RECOVERY (1991) CJ0080 CJ0080'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1991 CJ0080'STATION IS LOCATED IN CHARLESTON. OWNERSHIP--SCDHPT, DIRECTOR OF CJ0080'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE CJ0080'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF EAST BAY CJ0080'STREET AND CALHOUN STREET IN CHARLESTON, GO SOUTH ON EAST BAY STREET CJ0080'FOR 0.3 MILE TO THE JUNCTION OF WENTWORTH STREET, TURN RIGHT ON CJ0080'WENTWORTH STREET FOR 0.2 MILE TO THE JUNCTION OF MEETING STREET AND CJ0080'THE STATION SET VERTICALLY IN THE WEST WALL OF A BRICK FIRE STATION CJ0080'BUILDING IN THE NORTHEAST ANGLE OF THE JUNCTION, AND 3.7 FEET ABOVE CJ0080'THE SIDEWALK, 7.7 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING CJ0080'ON MEETING STREET, 22.5 FEET NORTH OF A FIRE HYDRANT. RECOVERED BY CJ0080'T. HALL. CJ0080 CJ0080 STATION RECOVERY (1996) CJ0080 CJ0080'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) CJ0080'RECOVERED AS DESCRIBED. CJ0080 CJ0080 STATION RECOVERY (2002) CJ0080 CJ0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS) CJ0080'RECOVERED IN GOOD CONDITION.