1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 AE3538 *********************************************************************** AE3538 SACS - This is a Secondary Airport Control Station. AE3538 DESIGNATION - 04J A AE3538 PID - AE3538 AE3538 STATE/COUNTY- SC/DARLINGTON AE3538 USGS QUAD - DOVESVILLE (1963) AE3538 AE3538 *CURRENT SURVEY CONTROL AE3538 ___________________________________________________________________ AE3538* NAD 83(2001)- 34 27 09.45328(N) 079 53 46.58194(W) ADJUSTED AE3538* NAVD 88 - 57.81 (meters) 189.7 (feet) GPS OBS AE3538 ___________________________________________________________________ AE3538 X - 923,649.962 (meters) COMP AE3538 Y - -5,183,388.211 (meters) COMP AE3538 Z - 3,587,974.476 (meters) COMP AE3538 LAPLACE CORR- -2.55 (seconds) DEFLEC99 AE3538 ELLIP HEIGHT- 26.09 (meters) (02/10/03) GPS OBS AE3538 GEOID HEIGHT- -31.73 (meters) GEOID03 AE3538 AE3538 HORZ ORDER - FIRST AE3538 ELLP ORDER - FOURTH CLASS II AE3538 AE3538.This mark is at Darlington County Airport (04J) AE3538 AE3538 AE3538.The horizontal coordinates were established by GPS observations AE3538.and adjusted by the National Geodetic Survey in February 2003. AE3538 AE3538.The orthometric height was determined by GPS observations and a AE3538.high-resolution geoid model. AE3538 AE3538.GPS derived orthometric heights for airport stations designated as AE3538.PACS or SACS are published to 2 decimal places. This maintains AE3538.centimeter relative accuracy between the PACS and SACS. It does AE3538.not indicate centimeter accuracy relative to other marks which are AE3538.part of the NAVD 88 network. AE3538 AE3538.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3538 AE3538.The Laplace correction was computed from DEFLEC99 derived deflections. AE3538 AE3538.The ellipsoidal height was determined by GPS observations AE3538.and is referenced to NAD 83. AE3538 AE3538.The geoid height was determined by GEOID03. AE3538 AE3538; North East Units Scale Factor Converg. AE3538;SPC SC - 291,016.880 711,010.201 MT 0.99988694 +0 36 42.9 AE3538;SPC SC - 954,779.79 2,332,710.63 iFT 0.99988694 +0 36 42.9 AE3538;UTM 17 - 3,812,896.580 601,385.302 MT 0.99972670 +0 37 28.1 AE3538 AE3538! - Elev Factor x Scale Factor = Combined Factor AE3538!SPC SC - 0.99999590 x 0.99988694 = 0.99988284 AE3538!UTM 17 - 0.99999590 x 0.99972670 = 0.99972261 AE3538 AE3538 SUPERSEDED SURVEY CONTROL AE3538 AE3538 NAD 83(1995)- 34 27 09.45346(N) 079 53 46.58195(W) AD( ) 1 AE3538 ELLIP H (09/29/97) 26.08 (m) GP( ) 4 2 AE3538 AE3538.Superseded values are not recommended for survey control. AE3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3538.See file dsdata.txt to determine how the superseded data were derived. AE3538 AE3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0138512897(NAD 83) AE3538_MARKER: DH = HORIZONTAL CONTROL DISK AE3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3538_STAMPING: 04J A 1996 AE3538_MARK LOGO: NGS AE3538_MAGNETIC: N = NO MAGNETIC MATERIAL AE3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3538+STABILITY: SURFACE MOTION AE3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3538+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004 AE3538 AE3538 HISTORY - Date Condition Report By AE3538 HISTORY - 1996 MONUMENTED SCGS AE3538 HISTORY - 19971205 GOOD NGS AE3538 HISTORY - 20041229 GOOD SCGS AE3538 AE3538 STATION DESCRIPTION AE3538 AE3538'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) AE3538'STATION IS LOCATED 10.5 MILES (16.9 KM) NORTH OF DARLINGTON, 3.3 MILES AE3538'(5.3 KM) NORTH OF DOVESVILLE. OWNERSHIP--DARLINGTON COUNTY AIRPORT, AE3538'SAM LYLES, 313 G GRAHAM SEGARS PARKWAY, DARLINGTON, SC 29540, PHONE AE3538'803-393-2987. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS AE3538'15 (HARTSVILLE HIGHWAY) AND 52, 401 (NORTH GOVERNOR WILLIAMS HIGHWAY) AE3538', 2.1 MILES (3.4 KM) SOUTHWEST OF SOCIETY HILL, GO SOUTH SOUTHWEST ON AE3538'HIGHWAYS 52 AND 401 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF STATE AE3538'ROAD 545 (COUNTY AIRPORT ROAD) , TURN RIGHT ON ROAD 545 FOR 0.55 MILE AE3538'(0.89 KM) TO A PAVED CROSSROAD, CONTINUE AHEAD TO A CHAIN LINK FENCE AE3538'AND GATE ON THE SOUTHWEST SIDE OF THE AIRPORT TERMINAL BUILDING, AE3538'PROCEED THROUGH THE GATE AND TURN RIGHT FOR 0.15 MILE (0.24 KM) TO A AE3538'PAVED TAXIWAY LEFT LEADING NORTHWEST TO THE MAIN NORTHEAST/SOUTHWEST AE3538'RUNWAY, TURN LEFT ON THE TAXIWAY FOR 0.1 MILE (0.2 KM) TO THE MAIN AE3538'RUNWAY, TURN LEFT ON THE MAIN RUNWAY FOR 0.4 MILE (0.6 KM) TO A AE3538'SECONDARY RUNWAY CROSSING, TURN RIGHT AND PROCEED NORTH ON RUNWAY FOR AE3538'0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A WINDSOCK IN A AE3538'CULTIVATED FIELD, JUST BEFORE REACHING AN EAST-WEST RUNWAY. STATION AE3538'IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE RUNWAY, AE3538'64.0 FEET (19.5 M) WEST NORTHWEST OF THE WINDSOCK, 126.0 FEET (38.4 M) AE3538'EAST NORTHEAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 95.2 FEET AE3538'(29.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE AND WOOD AE3538'DRAIN MARKED BY A WOOD POST, 300.0 FEET (91.4 M) SOUTH SOUTHWEST OF AE3538'THE SOUTH EDGE OF THE EAST-WEST RUNWAY. THIS STATION IS DESIGNATED AS AE3538'A SECONDARY AIRPORT CONTROL STATION. DESCRIBED BY R.W. ROBERTS. AE3538 AE3538 STATION RECOVERY (1997) AE3538 AE3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL) AE3538'RECOVERED AS DESCRIBED. AE3538 AE3538 STATION RECOVERY (2004) AE3538 AE3538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (AWZ) AE3538'THE WINDSOCK IS GONE, WOOD POST NEAR GRATE IS GONE, DRAIN GRATE IS AE3538'CONCRETE AND METAL, ADD-1.1 FEET WEST OF A WITNESS POST, MAGNET WAS AE3538'BURIED BESIDE STATION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EB4216 *********************************************************************** EB4216 DESIGNATION - 16 056 EB4216 PID - EB4216 EB4216 STATE/COUNTY- SC/DARLINGTON EB4216 USGS QUAD - FLORENCE WEST (1986) EB4216 EB4216 *CURRENT SURVEY CONTROL EB4216 ___________________________________________________________________ EB4216* NAD 83(1986)- 34 14 51. (N) 079 49 17. (W) SCALED EB4216* NAVD 88 - 34.692 (meters) 113.82 (feet) ADJUSTED EB4216 ___________________________________________________________________ EB4216 GEOID HEIGHT- -32.07 (meters) GEOID03 EB4216 DYNAMIC HT - 34.659 (meters) 113.71 (feet) COMP EB4216 MODELED GRAV- 979,671.0 (mgal) NAVD 88 EB4216 EB4216 VERT ORDER - FIRST CLASS II EB4216 EB4216.The horizontal coordinates were scaled from a topographic map and have EB4216.an estimated accuracy of +/- 6 seconds. EB4216 EB4216.The orthometric height was determined by differential leveling EB4216.and adjusted by the National Geodetic Survey in June 1994. EB4216 EB4216.The geoid height was determined by GEOID03. EB4216 EB4216.The dynamic height is computed by dividing the NAVD 88 EB4216.geopotential number by the normal gravity value computed on the EB4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB4216.degrees latitude (g = 980.6199 gals.). EB4216 EB4216.The modeled gravity was interpolated from observed gravity values. EB4216 EB4216; North East Units Estimated Accuracy EB4216;SPC SC - 268,340. 718,150. MT (+/- 180 meters Scaled) EB4216 EB4216 SUPERSEDED SURVEY CONTROL EB4216 EB4216.No superseded survey control is available for this station. EB4216 EB4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT085902(NAD 83) EB4216_MARKER: DD = SURVEY DISK EB4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4216_STAMPING: 16 056 1993 EB4216_MARK LOGO: SCGS EB4216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4216+STABILITY: SURFACE MOTION EB4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB4216+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004 EB4216 EB4216 HISTORY - Date Condition Report By EB4216 HISTORY - 1993 MONUMENTED SCGS EB4216 HISTORY - 20021123 GOOD USPSQD EB4216 HISTORY - 20041124 GOOD USPSQD EB4216 EB4216 STATION DESCRIPTION EB4216 EB4216'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 EB4216'STATION IS LOCATED 4.8 MILES (7.7 KM) SOUTHEAST OF DARLINGTON, 4.8 EB4216'MILES (7.7 KM) NORTHWEST OF FLORENCE. OWNERSHIP--MERITA BREAD EB4216'COMPANY, HIGHWAY 52, JOE MARTIN, PHONE 803-393-8895. EB4216'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND EB4216'U.S. HIGHWAY 52, 3.1 MILES (5.0 KM) NORTHWEST OF FLORENCE, GO EB4216'NORTHWEST ON HIGHWAY 52 FOR 1.7 MILES (2.7 KM) TO THE JUNCTION OF EB4216'STATE ROAD 1243 (ABERDEEN DRIVE) RIGHT AND THE STATION IN THE NORTH EB4216'ANGLE NEAR THE WEST CORNER OF THE MERITA BREAD COMPANY STORE (A EB4216'CONCRETE BLOCK BUILDING WITH A BRICK FRONT). EB4216'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET (0.8 M) EB4216'ABOVE THE HIGHWAY, 2.6 FEET (0.8 M) NORTH OF THE WEST CORNER OF THE EB4216'STORE, 3.3 FEET (1.0 M) SOUTHEAST OF A POWER POLE T56 WITH GUY WIRE, EB4216'116.5 FEET (35.5 M) NORTHEAST OF THE NORTHWEST BOUND LANES OF THE EB4216'HIGHWAY, 74.2 FEET (22.6 M) SOUTH OF THE SOUTH CORNER OF A NEARBY EB4216'LOADING DOCK, 3.1 FEET (0.9 M) SOUTHEAST OF A WITNESS POST. EB4216'DESCRIBED BY T. HALL. EB4216 EB4216 STATION RECOVERY (2002) EB4216 EB4216'RECOVERY NOTE BY US POWER SQUADRON 2002 (RFA) EB4216'RECOVERED IN GOOD CONDITION. EB4216 EB4216 STATION RECOVERY (2004) EB4216 EB4216'RECOVERY NOTE BY US POWER SQUADRON 2004 EB4216'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EC1423 *********************************************************************** EC1423 DESIGNATION - D 17 EC1423 PID - EC1423 EC1423 STATE/COUNTY- SC/DARLINGTON EC1423 USGS QUAD - HARTSVILLE NORTH (1968) EC1423 EC1423 *CURRENT SURVEY CONTROL EC1423 ___________________________________________________________________ EC1423* NAD 83(2001)- 34 27 43.67825(N) 080 05 47.92928(W) ADJUSTED EC1423* NAVD 88 - 134.62 (meters) 441.7 (feet) LEVELING EC1423 ___________________________________________________________________ EC1423 LAPLACE CORR- -2.18 (seconds) DEFLEC99 EC1423 GEOID HEIGHT- -31.41 (meters) GEOID03 EC1423 EC1423 HORZ ORDER - SECOND EC1423 VERT ORDER - THIRD ? EC1423 EC1423 EC1423.The horizontal coordinates were established by classical geodetic methods EC1423.and adjusted by the National Geodetic Survey in March 2004. EC1423 EC1423.The orthometric height was determined by differential leveling. EC1423.The vertical network tie was performed by a horz. field party for horz. EC1423.obs reductions. Reset procedures were used to establish the elevation. EC1423 EC1423.The Laplace correction was computed from DEFLEC99 derived deflections. EC1423 EC1423.The geoid height was determined by GEOID03. EC1423 EC1423; North East Units Scale Factor Converg. EC1423;SPC SC - 291,892.561 692,591.164 MT 0.99988923 +0 30 02.9 EC1423;SPC SC - 957,652.76 2,272,280.72 iFT 0.99988923 +0 30 02.9 EC1423;UTM 17 - 3,813,768.414 582,969.462 MT 0.99968485 +0 30 40.3 EC1423 EC1423! - Elev Factor x Scale Factor = Combined Factor EC1423!SPC SC - 0.99998380 x 0.99988923 = 0.99987303 EC1423!UTM 17 - 0.99998380 x 0.99968485 = 0.99966865 EC1423 EC1423: Primary Azimuth Mark Grid Az EC1423:SPC SC - D 17 AZ MK 158 37 30.8 EC1423:UTM 17 - D 17 AZ MK 158 36 53.4 EC1423 EC1423|---------------------------------------------------------------------| EC1423| PID Reference Object Distance Geod. Az | EC1423| dddmmss.s | EC1423| EC2079 D 17 RM 1 34.303 METERS 00423 | EC1423| EC2078 D 17 RM 1 RESET 35.317 METERS 05535 | EC1423| EC2080 D 17 RM 2 RESET 42.971 METERS 11650 | EC1423| EC2081 D 17 RM 2 22.866 METERS 12542 | EC1423| EC2077 D 17 AZ MK 407.246 METERS 1590733.7 | EC1423| EC1477 MC BEE APPROX.14.2 KM 2742957.3 | EC1423| EC2408 CF 9 3491130.1 | EC1423|---------------------------------------------------------------------| EC1423 EC1423 SUPERSEDED SURVEY CONTROL EC1423 EC1423 NAD 83(1986)- 34 27 43.69241(N) 080 05 47.92993(W) AD( ) 2 EC1423 NAD 83(1986)- 34 27 43.69893(N) 080 05 47.93153(W) AD( ) 2 EC1423 NAD 27 - 34 27 43.15200(N) 080 05 48.70700(W) AD( ) 2 EC1423 NGVD 29 (07/19/86) 134.89 (m) 442.6 (f) LEVELING 3 EC1423 EC1423.Superseded values are not recommended for survey control. EC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1423.See file dsdata.txt to determine how the superseded data were derived. EC1423 EC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8296913768(NAD 83) EC1423_MARKER: DS = TRIANGULATION STATION DISK EC1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1423_STAMPING: D 17 1935 EC1423_MARK LOGO: CGS EC1423_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EC1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1423+STABILITY: SURFACE MOTION EC1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EC1423+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005 EC1423 EC1423 HISTORY - Date Condition Report By EC1423 HISTORY - 1935 MONUMENTED SCGS EC1423 HISTORY - 1946 GOOD CGS EC1423 HISTORY - 1980 GOOD NGS EC1423 HISTORY - 19930126 GOOD SCGS EC1423 HISTORY - 19961022 GOOD SCGS EC1423 HISTORY - 20050109 GOOD INDIV EC1423 EC1423 STATION DESCRIPTION EC1423 EC1423'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1935 (JB) EC1423'ABOUT 6.5 MILES NORTH OF HARTSVILLE ON HARTSVILLE-MIDDENDORF ROAD. EC1423'TO REACH FROM HARTSVILLE POST OFFICE, FOLLOW U.S. HIGHWAY 401 EC1423'(HARTSVILLE-SOCIETY HILL ROAD) NORTH FOR 0.95 MILE TO WHERE EC1423'ROAD TURNS RIGHT (NORTHEAST) AND A DIRT ROAD CONTINUES STRAIGHT EC1423'AHEAD AND CONTINUE ON DIRT ROAD (ROAD TO MIDDENDORF) FOR 5.55 EC1423'MILES TO STATION, LOCATED 0.2 MILE SOUTH OF CROSS ROADS AT TOP EC1423'OF GRADE, ON THINLY WOODED LAND AND 22 METERS (72 FEET) WEST EC1423'OF CENTER LINE OF ROAD. SURFACE AND UNDERGROUND MARKS ARE EC1423'STANDARD DISKS IN CONCRETE. UPPER MARK EC1423'PROJECTS 5 INCHES. REFERENCE MARKS ARE STANDARD DISKS IN EC1423'CONCRETE. REFERENCE MARK NO. 1 PROJECTS 8 EC1423'INCHES, IS 8.1 METERS (27 FEET) WEST OF CENTER LINE OF ROAD AND EC1423'34.303 METERS (112.54 FEET) FROM STATION N 04 DEG 23 MIN E. EC1423'REFERENCE MARK NO. 2 IS 8 METERS (26 FEET) WEST OF EC1423'CENTER LINE OF ROAD AND 22.865 METERS (75.03 FEET) FROM EC1423'STATION S 54 DEG 18 MIN E. CF 9 (S.C. GEOD. S) (AZIMUTH EC1423'MARK) IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK EC1423'IN TOP OF 5- BY 5-INCH CONCRETE POST, 9.4 METERS (31 FEET) WEST EC1423'OF CENTER LINE OF HARTSVILLE-MIDDENDORF ROAD, AT CREST OF SLIGHT EC1423'RAISE IN GRADE OF ROAD AT EAST EDGE OF CULTIVATED FIELD, EC1423'AND 0.7 MILE FROM STATION N 10 DEG 49 MIN W. EC1423'TO REACH FROM STATION, GO NORTH 0.2 MILE TO CROSS ROAD EC1423'AND CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO MARK. EC1423 EC1423 STATION RECOVERY (1946) EC1423 EC1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 EC1423'LETTER OF MR. FRANK H. LUCAS, JR., LAND SURVEYOR, HARTSVILLE, EC1423'S.C., DATED MAY 6, 1946-- EC1423' EC1423'ALL MARKERS IN GOOD CONDITION. EC1423 EC1423 STATION RECOVERY (1980) EC1423 EC1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EC1423'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. THE EC1423'AZIMUTH MARK WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED. THE EC1423'REFERENCE MARKS WERE RESET IN 1967 BUT NO DATA WAS AVAILABLE ON EC1423'THEM. A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. A NEW EC1423'DESCRIPTION FOLLOWS. EC1423' EC1423'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF HARTSVILLE, 0.2 MILE EC1423'SOUTH OF A CROSSROAD AT THE COUNTY LINE AND ON PROPERTY OWNED BY EC1423'RUSSELL JOHNSON. EC1423' EC1423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE EC1423'HIGHWAY 151 IN HARTSVILLE, GO NORTH ON HIGHWAY 15 FOR 1.2 MILES TO A EC1423'SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON RUBY ROAD FOR 5.05 MILES TO EC1423'THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON THE PAVED ROAD FOR EC1423'0.25 MILE TO THE JOHNSON HOUSE AND THE STATION ON THE LEFT. EC1423' EC1423'THE STATION MARK STAMPED---D 17 1935---IS A STANDARD DISK SET IN THE EC1423'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES. IT EC1423'IS 73 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 70 FEET WEST EC1423'OF THE CENTER OF THE PAVED ROAD AND 6 FEET NORTH OF THE CENTER OF A EC1423'DIRT DRIVEWAY. EC1423' EC1423'REFERENCE MARK 1 STAMPED---D 17 NO 1 1935 RESET 1967---IS A STANDARD EC1423'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS EC1423'2 INCHES. IT IS 29 FEET NORTH-NORTHWEST OF A FENCE CORNER, 25 FEET EC1423'EAST OF THE CENTER OF THE PAVED ROAD AND 6.5 FEET WEST OF A WIRE EC1423'FENCE. EC1423' EC1423'REFERENCE MARK 2 STAMPED---D 17 NO 2 1935 RESET 1967---IS A STANDARD EC1423'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS EC1423'2 INCHES. IT IS 79 FEET NORTHEAST OF A POWERLINE POLE, 31 FEET EAST EC1423'OF THE CENTER OF THE PAVED ROAD, 1.5 FEET NORTH OF A METAL WITNESS EC1423'POST AND 0.5-FOOT WEST OF THE WIRE FENCE. EC1423' EC1423'THE AZIMUTH MARK STAMPED---D 17 SCGS 1935 1980---IS A STANDARD EC1423'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT EC1423'PROJECTS 2 INCHES. IT IS 63 FEET SOUTH OF THE CENTER OF A METAL EC1423'GATE, 25 FEET EAST OF THE CENTER OF THE PAVED ROAD, 3 FEET EC1423'NORTH-NORTHWEST OF A METAL WITNESS POST AND 1.5 FEET WEST OF A WIRE EC1423'FENCE. EC1423' EC1423'DESCRIBED BY ALFRED BAUGH. EC1423 EC1423 STATION RECOVERY (1993) EC1423 EC1423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) EC1423'STATION IS LOCATED 7.1 MILES (11.4 KM) EAST SOUTHEAST OF MCBEE, 6.0 EC1423'MILES (9.7 KM) NORTH NORTHWEST OF HARTSVILLE. OWNERSHIP--BILLY EC1423'JOHNSON, 2448 RUBY ROAD, HARTSVILLE, SC 29550. TO REACH THE STATION EC1423'FROM THE JUNCTION OF U.S. HIGHWAY 15 BUSINESS (FIFTH STREET) AND STATE EC1423'HIGHWAY 151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO NORTH EC1423'NORTHWEST ON HIGHWAY 15 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF EC1423'STATE ROAD 21 (RUBY ROAD), BEAR LEFT ON ROAD 21 FOR 5.3 MILES (8.5 KM) EC1423'TO A SAND ROAD LEFT (HIDDEN HOUSE ROAD), CONTINUE ON ROAD 21 FOR 0.05 EC1423'MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE EAST-WEST WOODS EC1423'LINE AT THE NORTH EDGE OF THE YARD OF A BRICK HOUSE. STATION IS A EC1423'CONCRETE POST PROJECTING 0.4 FOOT (12.2 CM) AND 4.0 FEET (1.2 M) ABOVE EC1423'THE ROAD, 68.5 FEET (20.9 M) WEST SOUTHWEST OF THE CENTER OF THE ROAD, EC1423'84.2 FEET (25.7 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 145.8 EC1423'FEET (44.4 M) NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER, 115.8 EC1423'FEET (35.3 M) SOUTHWEST OF REFERENCE MARK D 17 RM 1 RESET, 140.7 FEET EC1423'(42.9 M) WEST NORTHWEST OF REFERENCE MARK D 17 RM 2 RESET. EC1423'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK D 17 AZ MK. RECOVERED EC1423'BY D.D. WOODS. EC1423 EC1423 STATION RECOVERY (1996) EC1423 EC1423'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EC1423'STATION IS LOCATED 7.1 MILES (11.4 KM) EAST SOUTHEAST OF MCBEE, 6.0 EC1423'MILES (9.7 KM) NORTH NORTHWEST OF HARTSVILLE. OWNERSHIP--BILLY EC1423'JOHNSON, 2448 RUBY ROAD, HARTSVILLE, SC 29550. TO REACH THE STATION EC1423'FROM THE JUNCTION OF U.S. HIGHWAY 15 BUSINESS (FIFTH STREET) AND EC1423'STATE HIGHWAY 151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO NORTH EC1423'NORTHWEST ON HIGHWAY 15 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF EC1423'STATE ROAD 20 (RUBY ROAD) , BEAR LEFT ON ROAD 21 FOR 5.3 MILES (8.5 EC1423'KM) TO A SAND ROAD LEFT (HIDDEN HOUSE ROAD) , CONTINUE ON ROAD 20 FOR EC1423'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE EAST-WEST EC1423'WOODS LINE AT THE NORTH EDGE OF THE YARD OF A BRICK HOUSE. STATION IS EC1423'A CONCRETE POST PROJECTING 0.4 FOOT (12.2 CM) AND 4.0 FEET (1.2 M) EC1423'ABOVE THE ROAD, 68.5 FEET (20.9 M) WEST SOUTHWEST OF THE CENTER OF THE EC1423'ROAD, 84.2 FEET (25.7 M) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, EC1423'145.8 FEET (44.4 M) NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER, EC1423'115.8 FEET (35.3 M) SOUTHWEST OF REFERENCE MARK D 17 RM 1 RESET, 140.7 EC1423'FEET (42.9 M) WEST NORTHWEST OF REFERENCE MARK D 17 RM 2 RESET, 9.3 EC1423'FEET (2.8 M) EAST SOUTHEAST OF A WITNESS POST. NOTE-STATION IS EC1423'INTERVISIBLE WITH AZIMUTH MARK D 17 AZ MK. RECOVERED BY L.A. OWENS. EC1423 EC1423 STATION RECOVERY (2005) EC1423 EC1423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB) EC1423'ALL MARKERS INTACT AND SITE IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EC1424 *********************************************************************** EC1424 CBN - This is a Cooperative Base Network Control Station. EC1424 DESIGNATION - D 23 RESET EC1424 PID - EC1424 EC1424 STATE/COUNTY- SC/DARLINGTON EC1424 USGS QUAD - HARTSVILLE NORTH (1968) EC1424 EC1424 *CURRENT SURVEY CONTROL EC1424 ___________________________________________________________________ EC1424* NAD 83(2001)- 34 23 28.13854(N) 080 04 34.51402(W) ADJUSTED EC1424* NAVD 88 - 62.028 (meters) 203.50 (feet) ADJUSTED EC1424 ___________________________________________________________________ EC1424 X - 908,028.032 (meters) COMP EC1424 Y - -5,190,064.963 (meters) COMP EC1424 Z - 3,582,351.498 (meters) COMP EC1424 LAPLACE CORR- -2.12 (seconds) DEFLEC99 EC1424 ELLIP HEIGHT- 30.50 (meters) (01/30/03) GPS OBS EC1424 GEOID HEIGHT- -31.55 (meters) GEOID03 EC1424 DYNAMIC HT - 61.968 (meters) 203.31 (feet) COMP EC1424 MODELED GRAV- 979,666.3 (mgal) NAVD 88 EC1424 EC1424 HORZ ORDER - B EC1424 VERT ORDER - SECOND CLASS I EC1424 ELLP ORDER - FOURTH CLASS II EC1424 EC1424 EC1424.The horizontal coordinates were established by GPS observations EC1424.and adjusted by the National Geodetic Survey in January 2003. EC1424 EC1424.The orthometric height was determined by differential leveling EC1424.and adjusted by the National Geodetic Survey in June 1994. EC1424 EC1424.The X, Y, and Z were computed from the position and the ellipsoidal ht. EC1424 EC1424.The Laplace correction was computed from DEFLEC99 derived deflections. EC1424 EC1424.The ellipsoidal height was determined by GPS observations EC1424.and is referenced to NAD 83. EC1424 EC1424.The geoid height was determined by GEOID03. EC1424 EC1424.The dynamic height is computed by dividing the NAVD 88 EC1424.geopotential number by the normal gravity value computed on the EC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EC1424.degrees latitude (g = 980.6199 gals.). EC1424 EC1424.The modeled gravity was interpolated from observed gravity values. EC1424 EC1424; North East Units Scale Factor Converg. EC1424;SPC SC - 284,036.194 694,535.006 MT 0.99987285 +0 30 43.6 EC1424;SPC SC - 931,877.28 2,278,658.16 iFT 0.99987285 +0 30 43.6 EC1424;UTM 17 - 3,805,913.912 584,914.302 MT 0.99968888 +0 31 18.5 EC1424 EC1424! - Elev Factor x Scale Factor = Combined Factor EC1424!SPC SC - 0.99999521 x 0.99987285 = 0.99986806 EC1424!UTM 17 - 0.99999521 x 0.99968888 = 0.99968409 EC1424 EC1424: Primary Azimuth Mark Grid Az EC1424:SPC SC - D 23 AZ MK 2 064 59 47.7 EC1424:UTM 17 - D 23 AZ MK 2 064 59 12.8 EC1424 EC1424|---------------------------------------------------------------------| EC1424| PID Reference Object Distance Geod. Az | EC1424| dddmmss.s | EC1424| EC2084 D 23 RM 1 63.962 METERS 00626 | EC1424| EC2082 D 23 AZ MK 0644843.0 | EC1424| EC2083 D 23 AZ MK 2 437.102 METERS 0653031.3 | EC1424| EC2085 D 23 RM 2 48.972 METERS 15503 | EC1424| EC2086 D 23 RM 3 28.201 METERS 18041 | EC1424| EC2087 D 23 RM 4 22.154 METERS 32108 | EC1424| EC1423 D 17 APPROX. 8.1 KM 3463653.5 | EC1424|---------------------------------------------------------------------| EC1424 EC1424 SUPERSEDED SURVEY CONTROL EC1424 EC1424 NAD 83(1995)- 34 23 28.13863(N) 080 04 34.51395(W) AD( ) B EC1424 ELLIP H (09/11/96) 30.49 (m) GP( ) 4 1 EC1424 NAD 83(1986)- 34 23 28.15789(N) 080 04 34.51499(W) AD( ) 1 EC1424 NAD 27 - 34 23 27.61000(N) 080 04 35.28800(W) AD( ) 2 EC1424 NAVD 88 (09/11/96) 62.03 (m) 203.5 (f) LEVELING 3 EC1424 NGVD 29 (07/19/86) 62.58 (m) 205.3 (f) LEVELING 3 EC1424 EC1424.Superseded values are not recommended for survey control. EC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EC1424.See file dsdata.txt to determine how the superseded data were derived. EC1424 EC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8491405914(NAD 83) EC1424_MARKER: DH = HORIZONTAL CONTROL DISK EC1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EC1424_STAMPING: D 23 SCGS 1935 1980 EC1424_MARK LOGO: NGS EC1424_PROJECTION: RECESSED 8 CENTIMETERS EC1424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EC1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EC1424+STABILITY: SURFACE MOTION EC1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EC1424+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005 EC1424 EC1424 HISTORY - Date Condition Report By EC1424 HISTORY - 1935 MONUMENTED SCGS EC1424 HISTORY - 1946 GOOD LOCSUR EC1424 HISTORY - 1980 GOOD NGS EC1424 HISTORY - 1980 GOOD NGS EC1424 HISTORY - 19930126 GOOD SCGS EC1424 HISTORY - 19950127 GOOD SCGS EC1424 HISTORY - 19960801 GOOD SCGS EC1424 HISTORY - 19961022 GOOD SCGS EC1424 HISTORY - 20010604 GOOD SCGS EC1424 HISTORY - 20021212 GOOD SCGS EC1424 HISTORY - 20050109 GOOD INDIV EC1424 EC1424 STATION DESCRIPTION EC1424 EC1424'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1935 (JB) EC1424'ABOUT 1 MILE NORTHWEST OF CENTER OF HARTSVILLE, ON ROAD TO EC1424'MIDDENDORF, ABOUT 0.1 MILE NORTHWEST OF FORK FORMED BY EC1424'INTERSECTION OF TANGENTS OF MIDDENDORF ROAD AND U.S. HIGHWAY 15 EC1424'(401), 235 FEET SOUTH OF T-ROAD WEST AND 25 FEET WEST OF CENTER EC1424'LINE OF MIDDENDORF ROAD. SURFACE AND UNDERGROUND MARKS ARE EC1424'STANDARD DISKS IN CONCRETE. UPPER MARK EC1424'PROJECTS 1 INCH. REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS EC1424'IN CONCRETE. REFERENCE MARK NO. 1 PROJECTS EC1424'4 INCHES, IS 23 FEET SOUTH OF CENTER LINE OF T-ROAD EC1424'WEST, 21 FEET WEST OF CENTER LINE OF MIDDENDORF ROAD EC1424'AND 209.85 FEET FROM STATION N 06 DEG 26 MIN E. EC1424'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS 56 FEET EC1424'EAST OF CENTER LINE OF MIDDENDORF ROAD, 46 FEET EAST OF EC1424'CENTER LINE OF U.S. HIGHWAY 15 AND 160.67 FEET FROM STATION EC1424'S 24 DEG 57 MIN E. AZIMUTH MARK PROJECTS 4 INCHES, EC1424'IS 100 FEET SOUTH OF SHELL GAS STATION, 10 PACES EAST OF EC1424'CENTER LINE OF U.S. HIGHWAY 15, 5.5 FEET WEST OF TELEPHONE EC1424'POLE 551 AND ABOUT 0.4 MILE FROM STATION N 64 DEG 49 MIN E. EC1424'D 22 (S.C. GEOD. S.) IS 0.4 MILE FROM EC1424'STATION N 07 DEG 17 MIN E. FOLLOWING EC1424'DISTANCES AND BEARINGS ARE FROM STATION--CENTER OF RED EC1424'BRICK STACK, HARTSVILLE (H.P. AND D.W.) 1 MILE, S 85 DEG 05 MIN E. EC1424'FINIAL, SILVER WATER TANK (TALLEST OF THREE), EC1424'HARTSVILLE, S 48 DEG 25 MIN E. CENTER OF RED BRICK STACK, EC1424'HARTSVILLE, S 27 DEG 44 MIN E. FINIAL, OLD MUNICIPAL EC1424'BLACK WATER TANK, HARTSVILLE, S 25 DEG 06 MIN E. EC1424 EC1424 STATION RECOVERY (1946) EC1424 EC1424'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 EC1424'LETTER OF MR. FRANK H. LUCAS, JR., LAND SURVEYOR, HARTSVILLE, EC1424'S.C., DATED MAY 6, 1946-- EC1424' EC1424'STATION AND REFERENCE MARK 1 ARE IN GOOD CONDITION. D 22 ALSO EC1424'IN GOOD CONDITION. EC1424' EC1424'REFERENCE MARK 2 AND AZIMUTH MARK ARE DESTROYED. EC1424 EC1424 STATION RECOVERY (1980) EC1424 EC1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EC1424'THE UNDERGROUND STATION MARK WAS RECOVERED. REFERENCE MARK 2 WAS EC1424'FOUND UP-ROOTED. REFERENCE MARK 1 AND THE AZIMUTH MARK WERE PROBABLY EC1424'DESTROYED WHEN THE ROADS WERE WIDENED. A NEW SURFACE STATION MARK, EC1424'REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT EC1424'THIS TIME. A NEW DESCRIPTION FOLLOWS. EC1424' EC1424'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF HARTSVILLE, ON THE EC1424'WEST SIDE OF RUBY ROAD AND IN FRONT OF THE PROPERTY OWNED BY R.L. EC1424'NORTON. EC1424' EC1424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE EC1424'HIGHWAY 151 IN HARTSVILLE, GO NORTH ON HIGHWAY 15 FOR 1.2 MILES TO A EC1424'SIDE ROAD LEFT. TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST EC1424'ON HIGHWAY 15 FOR 0.3 MILE TO THE MARK ON THE RIGHT. TURN LEFT AND EC1424'GO NORTH ON RUBY ROAD FOR ABOUT 200 FEET TO THE STATION ON THE LEFT. EC1424' EC1424'THE STATION MARK STAMPED---D 23 SCGS 1935 1980---IS A STANDARD DISK EC1424'SET IN THE TOP OF A 14-INCH ROUND CONCRETE MONUMENT THAT IS 3 INCHES EC1424'UNDERGROUND. IT IS 79 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE EC1424'NORTON HOUSE, 66 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 55 EC1424'FEET SOUTH OF A POWERLINE POLE, 30 FEET WEST OF THE CENTER OF RUBY EC1424'ROAD AND 3.5 FEET EAST OF THE CENTER OF THE SIDEWALK. EC1424' EC1424'REFERENCE MARK 3 STAMPED---D 23 SCGS 1935 NO 3 1980---IS A STANDARD EC1424'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CURBING ON THE WEST EC1424'SIDE OF RUBY ROAD. IT IS 10 FEET SOUTHEAST OF POWERLINE POLE NUMBER EC1424'FL 74 W AND 2.5 FEET EAST OF THE CENTER OF THE SIDEWALK. EC1424' EC1424'REFERENCE MARK 4 STAMPED---D 23 SCGS 1935 NO 4 1980---IS A EC1424'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF A CONCRETE EC1424'DRIVEWAY. IT IS 21.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EC1424'HOUSE, 6 FEET EAST OF THE CENTER OF THE SIDEWALK LEADING TO THE FRONT EC1424'DOOR AND 1-FOOT NORTH OF THE SOUTH EDGE OF THE DRIVEWAY. EC1424' EC1424'THE AZIMUTH MARK STAMPED---D 23 SCGS 1935 1980---IS A STANDARD DISK EC1424'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH EC1424'WITH THE GROUND. IT IS 21 FEET SOUTH OF THE CENTER OF THE EAST EC1424'BOUND LANE OF HIGHWAY 15, 21 FEET EAST OF THE CENTER OF A METAL EC1424'SEWER COVER, 2.5 FEET NORTH OF A POWERLINE POLE AND 2 FEET NORTHWEST EC1424'OF A METAL WITNESS POST. EC1424' EC1424'DESCRIBED BY ALFRED BAUGH. EC1424 EC1424 STATION RECOVERY (1980) EC1424 EC1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 EC1424'RECOVERED IN GOOD CONDITION. EC1424 EC1424 STATION RECOVERY (1993) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EC1424'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTH OF HARTSVILLE. EC1424'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC1424'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC1424'JUNCTION OF U.S. HIGHWAY 15 BUSINESS (FIFTH STREET) AND STATE HIGHWAY EC1424'151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO NORTH NORTHWEST ON EC1424'HIGHWAY 15 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 21 EC1424'(RUBY ROAD), BEAR LEFT ON ROAD 21 FOR 0.05 MILE (0.08 KM) TO THE EC1424'STATION ON THE LEFT NEAR A SIDEWALK IN FRONT OF A BRICK HOUSE (1034 EC1424'RUBY ROAD). STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND EC1424'LEVEL WITH THE ROAD, 28.5 FEET (8.7 M) WEST NORTHWEST OF THE CENTER EC1424'OF THE ROAD, 0.9 FOOT (27.4 CM) EAST SOUTHEAST OF THE EAST EDGE OF EC1424'THE SIDEWALK, 79.8 FEET (24.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF EC1424'THE HOUSE, 65.7 FEET (20.0 M) EAST OF THE SOUTHEAST CORNER OF THE EC1424'HOUSE, 92.3 FEET (28.1 M) NORTH OF REFERENCE MARK D 23 RM 3, 72.5 EC1424'FEET (22.1 M) SOUTH SOUTHEAST OF REFERENCE MARK D 23 RM 4. EC1424'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK D 23 AZ MK 2. EC1424'RECOVERED BY D.D. WOODS. EC1424 EC1424 STATION RECOVERY (1995) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) EC1424'STATION IS LOCATED 1.0 MILE (1.6 KM) NORTH OF HARTSVILLE. EC1424'OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, EC1424'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE EC1424'JUNCTION OF U.S. HIGHWAY 15 BUSINESS (FIFTH STREET) AND STATE HIGHWAY EC1424'151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO NORTH NORTHWEST ON EC1424'HIGHWAY 15 FOR 1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 20 EC1424'(RUBY ROAD), BEAR LEFT ON ROAD 20 FOR 0.05 MILE (0.08 KM) TO THE EC1424'STATION ON THE LEFT NEAR A SIDEWALK IN FRONT OF A BRICK HOUSE (1034 EC1424'RUBY ROAD). STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND EC1424'LEVEL WITH THE ROAD, 28.5 FEET (8.7 M) WEST NORTHWEST OF THE CENTER OF EC1424'THE ROAD, 0.9 FOOT (27.4 CM) EAST SOUTHEAST OF THE EAST EDGE OF THE EC1424'SIDEWALK, 79.8 FEET (24.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE EC1424'HOUSE, 65.7 FEET (20.0 M) EAST OF THE SOUTHEAST CORNER OF THE HOUSE, EC1424'92.3 FEET (28.1 M) NORTH OF REFERENCE MARK D 23 RM 3, 72.5 FEET (22.1 EC1424'M) SOUTH SOUTHEAST OF REFERENCE MARK D 23 RM 4. NOTE-STATION IS EC1424'INTERVISIBLE WITH AZIMUTH MARK D 23 AZ MK 2. RECOVERED BY R.W. EC1424'ROBERTS. EC1424 EC1424 STATION RECOVERY (1996) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EC1424'RECOVERED AS DESCRIBED. EC1424 EC1424 STATION RECOVERY (1996) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EC1424'RECOVERED AS DESCRIBED. EC1424 EC1424 STATION RECOVERY (2001) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) EC1424'STATION IS LOCATED 1.2 MILES (1.9 KM) NORTH OF HARTSVILLE, 13.05 MILES EC1424'(21.00 KM) WEST NORTHWEST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR EC1424'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EC1424'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY EC1424'15 BUSINESS (FIFTH STREET) AND STATE HIGHWAY 151 BUSINESS (CAROLINA EC1424'AVENUE) IN HARTSVILLE, GO NORTH NORTHWEST ON HIGHWAY 15 BUSINESS FOR EC1424'1.15 MILES (1.85 KM) TO THE JUNCTION OF STATE ROAD 20 (RUBY ROAD) , EC1424'BEAR LEFT ON ROAD 20 FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE EC1424'LEFT NEAR A SIDEWALK IN FRONT OF A BRICK HOUSE NUMBER 1034. STATION EC1424'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) EC1424'BELOW THE ROAD, 28.6 FEET (8.7 M) WEST NORTHWEST OF THE CENTER OF THE EC1424'ROAD, 79.0 FEET (24.1 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE EC1424'HOUSE, 0.9 FOOT (27.4 CM) EAST SOUTHEAST OF THE EAST EDGE OF THE EC1424'SIDEWALK, 92.5 FEET (28.2 M) NORTH OF REFERENCE MARK D 23 RM 3, 72.7 EC1424'FEET (22.2 M) SOUTHEAST OF REFERENCE MARK D 23 RM 4. RECOVERED BY D.D. EC1424'WOODS. EC1424 EC1424 STATION RECOVERY (2002) EC1424 EC1424'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) EC1424'STATION IS LOCATED 1.2 MILES NORTH OF HARTSVILLE, 13.05 MILES WEST EC1424'NORTHWEST OF EC1424'DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX EC1424'191, COLUMBIA, SC EC1424'29202, PHONE 803-737-1350. EC1424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 BUSINESS EC1424'(FIFTH STREET) EC1424'AND STATE HIGHWAY 151 BUSINESS (CAROLINA AVENUE) IN HARTSVILLE, GO EC1424'NORTH EC1424'NORTHWEST ON HIGHWAY 15 FOR 1.15 MILES TO THE JUNCTION OF STATE ROAD EC1424'20 (RUBY EC1424'ROAD), BEAR LEFT ON ROAD 20 FOR 0.05 MILE TO THE STATION ON THE LEFT EC1424'NEAR A SIDEWALK EC1424'IN FRONT OF A BRICK HOUSE NUMBER 1034. EC1424'STATION IS A CONCRETE POST RECESSED 0.3 FOOT AND LEVEL WITH THE ROAD, EC1424'27.6 FEET EC1424'WEST NORTHWEST OF THE CENTER OF THE ROAD, 0.9 FOOT EAST SOUTHEAST OF EC1424'THE EAST EC1424'EDGE OF THE SIDEWALK, 78.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF EC1424'THE HOUSE, EC1424'65.6 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 55.7 FEET SOUTH EC1424'SOUTHWEST OF EC1424'A POWER POLE X71 WITH A TRANSFORMER AND A STREET LIGHT, 92.4 FEET EC1424'NORTH OF EC1424'REFERENCE MARK D 23 RM 3, 72.4 FEET SOUTH SOUTHEAST OF REFERENCE MARK EC1424'D 23 RM 4. EC1424'NOTE-STATION IS INTERVISIBLE AZIMUTH MARK D 23 AZ MK 2. EC1424'RECOVERED BY J.B. SMOAK. EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424' EC1424 EC1424 STATION RECOVERY (2005) EC1424 EC1424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB) EC1424'RECOVERED AS PART OF A PHOTOGRAMITRY PROJECT. DISTANCE TO MARKERS NOT EC1424'VERIFIED. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EB2821 *********************************************************************** EB2821 DESIGNATION - FLORENCE ST HWY DEPT MICROWAVE EB2821 PID - EB2821 EB2821 STATE/COUNTY- SC/DARLINGTON EB2821 USGS QUAD - DARLINGTON EAST (1963) EB2821 EB2821 *CURRENT SURVEY CONTROL EB2821 ___________________________________________________________________ EB2821* NAD 83(2001)- 34 15 23.88525(N) 079 45 07.05518(W) ADJUSTED EB2821* NAVD 88 - EB2821 ___________________________________________________________________ EB2821 LAPLACE CORR- -2.57 (seconds) DEFLEC99 EB2821 GEOID HEIGHT- -32.18 (meters) GEOID03 EB2821 EB2821 HORZ ORDER - THIRD EB2821 EB2821 EB2821.The horizontal coordinates were established by classical geodetic methods EB2821.and adjusted by the National Geodetic Survey in March 2004. EB2821 EB2821 EB2821.The Laplace correction was computed from DEFLEC99 derived deflections. EB2821 EB2821.The geoid height was determined by GEOID03. EB2821 EB2821; North East Units Scale Factor Converg. EB2821;SPC SC - 269,431.192 724,531.544 MT 0.99984606 +0 41 30.9 EB2821;SPC SC - 883,960.60 2,377,071.99 iFT 0.99984606 +0 41 30.9 EB2821;UTM 17 - 3,791,316.267 614,909.409 MT 0.99976276 +0 42 09.4 EB2821 EB2821 SUPERSEDED SURVEY CONTROL EB2821 EB2821 NAD 83(1986)- 34 15 23.89631(N) 079 45 07.05247(W) AD( ) 4 EB2821 NAD 27 - 34 15 23.34610(N) 079 45 07.83383(W) AD( ) 3 EB2821 EB2821.Superseded values are not recommended for survey control. EB2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2821.See file dsdata.txt to determine how the superseded data were derived. EB2821 EB2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1490991316(NAD 83) EB2821_MARKER: 44 = MICROWAVE MAST EB2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2821+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004 EB2821 EB2821 HISTORY - Date Condition Report By EB2821 HISTORY - 1970 FIRST OBSERVED NGS EB2821 HISTORY - 19961106 GOOD SCGS EB2821 HISTORY - 19970223 GOOD USPSQD EB2821 HISTORY - 20031122 GOOD USPSQD EB2821 HISTORY - 20041124 GOOD USPSQD EB2821 EB2821 STATION DESCRIPTION EB2821 EB2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LDF) EB2821'THE STATION, FLORENCE SOUTH CAROLINA HIGHWAY DEPARTMENT MICROWAVE EB2821'KIS 97, IS THE LIGHT ATOP THE ALTERNATED RED AND WHITE SECTIONED EB2821'MAST THAT IS 500 FEET HIGH. EB2821' EB2821'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF FLORENCE AND ON THE EB2821'SOUTHEAST SIDE OF INTERSTATE HIGHWAY 95. EB2821' EB2821'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 95 CROSSES OVER EB2821'U. S. HIGHWAY 52 ABOUT 3 MILES NORTHEAST OF FLORENCE, GO NORTHEAST EB2821'ON INTERSTATE HIGHWAY 95 FOR 3.0 MILES TO STATION ON RIGHT. EB2821 EB2821 STATION RECOVERY (1996) EB2821 EB2821'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EB2821'STATION IS LOCATED 4.3 MILES (6.9 KM) NORTH OF FLORENCE, 7.7 MILES EB2821'(12.4 KM) EAST SOUTHEAST OF DARLINGTON. OWNERSHIP--UNKNOWN. TO REACH EB2821'THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND U.S. EB2821'HIGHWAY 52, 3.35 MILES (5.39 KM) NORTHEAST OF FLORENCE, GO NORTHEAST EB2821'ON INTERSTATE 95 FOR 3.0 MILES (4.8 KM) TO THE STATION ON THE RIGHT. EB2821'RECOVERED BY L.A. OWENS. EB2821 EB2821 STATION RECOVERY (1997) EB2821 EB2821'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2821'RECOVERED IN GOOD CONDITION. EB2821 EB2821 STATION RECOVERY (2003) EB2821 EB2821'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJK) EB2821'RECOVERED IN GOOD CONDITION. EB2821 EB2821 STATION RECOVERY (2004) EB2821 EB2821'RECOVERY NOTE BY US POWER SQUADRON 2004 EB2821'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EB4054 *********************************************************************** EB4054 DESIGNATION - SANDERS EB4054 PID - EB4054 EB4054 STATE/COUNTY- SC/DARLINGTON EB4054 USGS QUAD - DARLINGTON EAST (1963) EB4054 EB4054 *CURRENT SURVEY CONTROL EB4054 ___________________________________________________________________ EB4054* NAD 83(2001)- 34 15 24.80231(N) 079 46 28.81355(W) ADJUSTED EB4054* NAVD 88 - 36.3 (meters) 119. (feet) GPS OBS EB4054 ___________________________________________________________________ EB4054 X - 936,820.808 (meters) COMP EB4054 Y - -5,193,456.659 (meters) COMP EB4054 Z - 3,570,036.842 (meters) COMP EB4054 LAPLACE CORR- -2.57 (seconds) DEFLEC99 EB4054 ELLIP HEIGHT- 4.13 (meters) (03/13/03) GPS OBS EB4054 GEOID HEIGHT- -32.14 (meters) GEOID03 EB4054 EB4054 HORZ ORDER - FIRST EB4054 ELLP ORDER - FOURTH CLASS II EB4054 EB4054 EB4054.The horizontal coordinates were established by GPS observations EB4054.and adjusted by the National Geodetic Survey in March 2003. EB4054 EB4054.The orthometric height was determined by GPS observations and a EB4054.high-resolution geoid model. EB4054 EB4054.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB4054 EB4054.The Laplace correction was computed from DEFLEC99 derived deflections. EB4054 EB4054.The ellipsoidal height was determined by GPS observations EB4054.and is referenced to NAD 83. EB4054 EB4054.The geoid height was determined by GEOID03. EB4054 EB4054; North East Units Scale Factor Converg. EB4054;SPC SC - 269,434.417 722,439.892 MT 0.99984610 +0 40 45.6 EB4054;SPC SC - 883,971.18 2,370,209.62 iFT 0.99984610 +0 40 45.6 EB4054;UTM 17 - 3,791,319.105 612,817.937 MT 0.99975689 +0 41 23.3 EB4054 EB4054! - Elev Factor x Scale Factor = Combined Factor EB4054!SPC SC - 0.99999935 x 0.99984610 = 0.99984545 EB4054!UTM 17 - 0.99999935 x 0.99975689 = 0.99975624 EB4054 EB4054 SUPERSEDED SURVEY CONTROL EB4054 EB4054 NAD 83(1995)- 34 15 24.80235(N) 079 46 28.81353(W) AD( ) 1 EB4054 ELLIP H (12/20/99) 4.13 (m) GP( ) 4 1 EB4054 NAD 83(1986)- 34 15 24.81414(N) 079 46 28.81131(W) AD( ) 1 EB4054 NGVD 29 (07/20/93) 36.6 (m) 120. (f) GPS OBS EB4054 EB4054.Superseded values are not recommended for survey control. EB4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB4054.See file dsdata.txt to determine how the superseded data were derived. EB4054 EB4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1281891319(NAD 83) EB4054_MARKER: DD = SURVEY DISK EB4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB4054_STAMPING: SANDERS 1992 EB4054_MARK LOGO: SCGS EB4054_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB4054+STABILITY: SURFACE MOTION EB4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB4054+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004 EB4054 EB4054 HISTORY - Date Condition Report By EB4054 HISTORY - 1992 MONUMENTED SCGS EB4054 HISTORY - 19961023 GOOD SCGS EB4054 HISTORY - 20031122 GOOD USPSQD EB4054 HISTORY - 20041124 GOOD USPSQD EB4054 EB4054 STATION DESCRIPTION EB4054 EB4054'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1992 EB4054'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTH OF FLORENCE, 3.2 MILES EB4054'(5.1 KM) NORTHWEST OF QUINBY. OWNERSHIP--J.E. SANDERS, 912 CRESTWOOD EB4054'DRIVE, FLORENCE, SC 29501. EB4054'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 95 AND EB4054'U.S. HIGHWAY 52 (LUCAS STREET), 3.1 MILES (5.0 KM) NORTHWEST OF EB4054'FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE EB4054'JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON ROAD 63 EB4054'FOR 1.9 MILES (3.1 KM) TO THE DARLINGTON COUNTY LINE (ROAD NUMBER EB4054'CHANGES), CONTINUE ON ROAD 35 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION EB4054'OF STATE ROAD 179 (EAST MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 0.5 EB4054'MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 822 (SPRINGVALLEY ROAD), EB4054'TURN LEFT ON ROAD 822 FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF EB4054'STATE ROAD 901 AND CRESTWOOD DRIVE, TURN RIGHT ON CRESTWOOD DRIVE FOR EB4054'0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT NEAR A POWER POLE. EB4054'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT EB4054'(0.3 M) ABOVE THE ROAD, 21.7 FEET (6.6 M) SOUTH SOUTHWEST OF THE EB4054'CENTER OF THE ROAD, 4.0 FEET (1.2 M) SOUTH OF THE POWER POLE 45J/50 EB4054'WITH TRANSFORMER AND GUY WIRE, 3.3 FEET (1.0 M) SOUTH SOUTHWEST OF A EB4054'TELEPHONE JUNCTION BOX NUMBER 912, 51.6 FEET (15.7 M) NORTH OF THE EB4054'NORTH CORNER OF A MASONITE-SIDED ADDITION TO A BRICK HOUSE (OWNERS EB4054'RESIDENCE), 42.3 FEET (12.9 M) EAST SOUTHEAST OF THE EXTENDED CENTER EB4054'OF ORCHARD DRIVE, 1.4 FEET (0.4 M) EAST SOUTHEAST OF A WITNESS POST EB4054'AT THE GUY WIRE ANCHOR. EB4054'DESCRIBED BY C.E. GEOGHEGAN. EB4054 EB4054 STATION RECOVERY (1996) EB4054 EB4054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EB4054'STATION IS LOCATED 4.5 MILES (7.2 KM) NORTH OF FLORENCE, 3.2 MILES EB4054'(5.1 KM) NORTHWEST OF QUINBY. OWNERSHIP--J.E. SANDERS, 912 CRESTWOOD EB4054'DRIVE, FLORENCE, SC 29501. TO REACH THE STATION FROM THE JUNCTION EB4054'OVERPASS OF INTERSTATE 95 AND U.S. HIGHWAY 52 (LUCAS STREET) , 3.1 EB4054'MILES (5.0 KM) NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR EB4054'0.75 MILE (1.21 KM) TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE EB4054'ROAD) , TURN LEFT ON ROAD 63 FOR 1.9 MILES (3.1 KM) TO THE DARLINGTON EB4054'COUNTY LINE (ROAD NUMBER CHANGES) , CONTINUE ON ROAD 35 FOR 0.5 MILE EB4054'(0.8 KM) TO THE JUNCTION OF STATE ROAD 179 (EAST MCIVER ROAD) , TURN EB4054'RIGHT ON ROAD 179 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD EB4054'822 (SPRINGVALLEY ROAD) , TURN LEFT ON ROAD 822 FOR 0.25 MILE (0.40 EB4054'KM) TO THE JUNCTION OF STATE ROADS 901 AND 1045 (CRESTWOOD DRIVE) , EB4054'TURN RIGHT ON CRESTWOOD DRIVE FOR 0.1 MILE (0.2 KM) TO THE STATION ON EB4054'THE RIGHT NEAR A POWER POLE. STATION IS A CONCRETE POST RECESSED 0.3 EB4054'FOOT (9.1 CM) AND 1.0 FOOT (0.3 M) ABOVE THE ROAD, 22.2 FEET (6.8 M) EB4054'SOUTH SOUTHWEST OF THE CENTER OF THE ROAD, 3.9 FEET (1.2 M) SOUTH OF EB4054'THE POWER POLE 45J/50 WITH TRANSFORMER AND GUY WIRE, 3.3 FEET (1.0 M) EB4054'SOUTH SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER 912, 51.6 FEET EB4054'(15.7 M) NORTH OF THE NORTH CORNER OF A MASONITE-SIDED ADDITION TO A EB4054'BRICK HOUSE (OWNERS RESIDENCE) , 43.1 FEET (13.1 M) EAST SOUTHEAST OF EB4054'THE EXTENDED CENTER OF ORCHARD DRIVE, 1.8 FEET (0.5 M) EAST SOUTHEAST EB4054'OF A WITNESS POST. RECOVERED BY L.A. OWENS. EB4054 EB4054 STATION RECOVERY (2003) EB4054 EB4054'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJK) EB4054'IN DESCRIPTION, 'POWER POLE 45J/50' SHOULD READ, 'POWER POLE 45J/5D'. EB4054 EB4054 STATION RECOVERY (2004) EB4054 EB4054'RECOVERY NOTE BY US POWER SQUADRON 2004 EB4054'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 EB0960 *********************************************************************** EB0960 DESIGNATION - T 44 EB0960 PID - EB0960 EB0960 STATE/COUNTY- SC/DARLINGTON EB0960 USGS QUAD - MONT CLARE (1963) EB0960 EB0960 *CURRENT SURVEY CONTROL EB0960 ___________________________________________________________________ EB0960* NAD 83(1986)- 34 26 03. (N) 079 48 12. (W) SCALED EB0960* NAVD 88 - 24.456 (meters) 80.24 (feet) ADJUSTED EB0960 ___________________________________________________________________ EB0960 GEOID HEIGHT- -31.93 (meters) GEOID03 EB0960 DYNAMIC HT - 24.433 (meters) 80.16 (feet) COMP EB0960 MODELED GRAV- 979,682.4 (mgal) NAVD 88 EB0960 EB0960 VERT ORDER - SECOND CLASS 0 EB0960 EB0960.The horizontal coordinates were scaled from a topographic map and have EB0960.an estimated accuracy of +/- 6 seconds. EB0960 EB0960.The orthometric height was determined by differential leveling EB0960.and adjusted by the National Geodetic Survey in June 1991. EB0960 EB0960.The geoid height was determined by GEOID03. EB0960 EB0960.The dynamic height is computed by dividing the NAVD 88 EB0960.geopotential number by the normal gravity value computed on the EB0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0960.degrees latitude (g = 980.6199 gals.). EB0960 EB0960.The modeled gravity was interpolated from observed gravity values. EB0960 EB0960; North East Units Estimated Accuracy EB0960;SPC SC - 289,070. 719,570. MT (+/- 180 meters Scaled) EB0960 EB0960 SUPERSEDED SURVEY CONTROL EB0960 EB0960 NGVD 29 (??/??/92) 24.759 (m) 81.23 (f) ADJ UNCH 2 0 EB0960 EB0960.Superseded values are not recommended for survey control. EB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0960.See file dsdata.txt to determine how the superseded data were derived. EB0960 EB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU099109(NAD 83) EB0960_MARKER: DB = BENCH MARK DISK EB0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0960_STAMPING: T 44 1934 EB0960_MARK LOGO: CGS EB0960_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0960+STABILITY: SURFACE MOTION EB0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB0960+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005 EB0960 EB0960 HISTORY - Date Condition Report By EB0960 HISTORY - 1935 MONUMENTED CGS EB0960 HISTORY - 19930120 GOOD SCGS EB0960 HISTORY - 20050109 GOOD INDIV EB0960 EB0960 STATION DESCRIPTION EB0960 EB0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EB0960'2.2 MI S FROM ROBINS NECK. EB0960'2.2 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE EB0960'STATION AT ROBINS NECK, DARLINGTON COUNTY, 1.0 MILE NORTH OF THE EB0960'WATER TANK AT LUMBER, 6-1/2 POLES SOUTH OF MILEPOST S 49, 60 YARDS EB0960'NORTH OF A STATION ONE MILE SIGN, 60 FEET SOUTHWEST OF THE CENTER EB0960'OF A ROAD, 44 FEET WEST OF THE WEST RAIL, AND SET IN THE TOP OF A EB0960'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. EB0960 EB0960 STATION RECOVERY (1993) EB0960 EB0960'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) EB0960'STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTHEAST OF SOCIETY HILL. EB0960'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF U.S. EB0960'HIGHWAYS 52, 401, 15 (MAIN STREET) AND STATE ROAD 133 (CHURCH STREET) EB0960'IN SOCIETY HILL, GO SOUTH ON ROAD 131 FOR 1.0 MILE (1.6 KM) TO THE EB0960'JUNCTION OF STATE ROAD 95, CONTINUE ON ROAD 133 FOR 3.45 MILES (5.55 EB0960'KM) TO THE JUNCTION OF STATE ROAD 656, TURN LEFT ON ROAD 656 FOR 1.8 EB0960'MILES (2.9 KM) TO THE JUNCTION OF STATE ROAD 41 (PLUMFIELD ROAD), EB0960'CONTINUE AHEAD ON ROAD 41 FOR 3.0 MILES (4.8 KM) TO THE STATION IN THE EB0960'SOUTHEAST ANGLE OF A SAND ROAD LEFT. STATION IS A CONCRETE POST EB0960'PROJECTING 0.2 FOOT (6.1 CM) AND LEVEL WITH THE ROADS, 95.8 FEET (29.2 EB0960'M) EAST OF THE CENTER OF THE ROAD, 42.8 FEET (13.0 M) SOUTH OF THE EB0960'CENTER OF THE SAND ROAD, 2.6 FEET (0.8 M) NORTH OF A WOODEN POST EB0960'PROJECTING 2.5 FEET, 42.2 FEET (12.9 M) SOUTHEAST OF A 3.3-FOOT OAK EB0960'TREE, 82.5 FEET (25.1 M) SOUTHWEST OF A LARGE WOODEN GATE POST WITH A EB0960'LUMBER RIDGE SIGN, 1.3 FEET (0.4 M) NORTHWEST OF A WITNESS POST. EB0960'RECOVERED BY T. HALL. EB0960 EB0960 STATION RECOVERY (2005) EB0960 EB0960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAB) EB0960'STATION LOCATED IN GOOD CONDITION WITH WITNESS POST AND MARKERS EB0960'INTACT. FOUND AS PART OF PHOTOGRAMITRY PROJECT FOR DARLINGTON COUNTY. EB0960'DISTANCE FROM MARKERS NOT VERIFIED.