1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ED2666 *********************************************************************** ED2666 DESIGNATION - 37 010 ED2666 PID - ED2666 ED2666 STATE/COUNTY- SC/OCONEE ED2666 USGS QUAD - OLD PICKENS (1980) ED2666 ED2666 *CURRENT SURVEY CONTROL ED2666 ___________________________________________________________________ ED2666* NAD 83(2001)- 34 48 49.79803(N) 082 59 40.22182(W) ADJUSTED ED2666* NAVD 88 - 322.1 (meters) 1057. (feet) VERTCON ED2666 ___________________________________________________________________ ED2666 LAPLACE CORR- -3.06 (seconds) DEFLEC99 ED2666 GEOID HEIGHT- -30.83 (meters) GEOID03 ED2666 ED2666 HORZ ORDER - SECOND ED2666 ED2666 ED2666.The horizontal coordinates were established by classical geodetic methods ED2666.and adjusted by the National Geodetic Survey in March 2004. ED2666 ED2666.The NAVD 88 height was computed by applying the VERTCON shift value to ED2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) ED2666 ED2666.The Laplace correction was computed from DEFLEC99 derived deflections. ED2666 ED2666.The geoid height was determined by GEOID03. ED2666 ED2666; North East Units Scale Factor Converg. ED2666;SPC SC - 332,303.735 427,126.358 MT 0.99999313 -1 06 20.7 ED2666;SPC SC - 1,090,235.35 1,401,333.20 iFT 0.99999313 -1 06 20.7 ED2666;UTM 17 - 3,854,211.333 317,573.836 MT 1.00001018 -1 08 20.4 ED2666 ED2666! - Elev Factor x Scale Factor = Combined Factor ED2666!SPC SC - 0.99995429 x 0.99999313 = 0.99994742 ED2666!UTM 17 - 0.99995429 x 1.00001018 = 0.99996447 ED2666 ED2666: Primary Azimuth Mark Grid Az ED2666:SPC SC - 37 010 AZ MK 1 110 55 43.7 ED2666:UTM 17 - 37 010 AZ MK 1 110 57 43.4 ED2666 ED2666|---------------------------------------------------------------------| ED2666| PID Reference Object Distance Geod. Az | ED2666| dddmmss.s | ED2666| ED2665 37 010 AZ MK 1 416.913 METERS 1094923.0 | ED2666| ED2668 WEST UNION OCONEE COUNTY TANK APPROX. 5.1 KM 1842037.6 | ED2666| ED2667 37 010 AZ MK 2 459.774 METERS 1893149.4 | ED2666|---------------------------------------------------------------------| ED2666 ED2666 SUPERSEDED SURVEY CONTROL ED2666 ED2666 NAD 83(1986)- 34 48 49.80614(N) 082 59 40.22198(W) AD( ) 2 ED2666 NAD 27 - 34 48 49.46232(N) 082 59 40.67476(W) AD( ) 2 ED2666 NGVD 29 (07/19/86) 322.1 (m) 1057. (f) VERT ANG ED2666 ED2666.Superseded values are not recommended for survey control. ED2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2666.See file dsdata.txt to determine how the superseded data were derived. ED2666 ED2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1757454211(NAD 83) ED2666_MARKER: DH = HORIZONTAL CONTROL DISK ED2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ED2666_STAMPING: HORZ 37 010 1980 ED2666_MARK LOGO: SCGS ED2666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET ED2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ED2666+STABILITY: SURFACE MOTION ED2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2666+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005 ED2666 ED2666 HISTORY - Date Condition Report By ED2666 HISTORY - 1980 MONUMENTED SCGS ED2666 HISTORY - 1980 GOOD SCGS ED2666 HISTORY - 19920701 GOOD SCGS ED2666 HISTORY - 20050202 GOOD NEWBY ED2666 ED2666 STATION DESCRIPTION ED2666 ED2666'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1980 (VDN) ED2666'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF ED2666'WALHALLA, 8.0 KM (5.0 MI) SOUTHEAST OF TAMASSE, 5.6 KM ED2666'(3.5 MI) SOUTHEAST OF PICKETT POST AND ACROSS COUNTY ROAD ED2666'S-39-24 FROM R.L. OWENS FEED AND SEED STORE. ED2666'OWNERSHIP--MR GEORGE WEATHERS, PRE-CONSTRUCTION ENGINEER, ED2666'PO BOX 191, COLUMBIA SC 29603, PHONE 803-758-3414. ED2666' ED2666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 183 AND ED2666'11. GO EASTERLY ON HIGHWAY 183 FOR 3.15 KM (1.95 MI) TO THE ED2666'JUNCTION OF COUNTY ROAD S-39-24. TURN LEFT AND GO 0.6 KM ED2666'(0.4 MI) TO AZIMUTH MARK 2 ON THE RIGHT, CONTINUE NORTH ED2666'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT. ED2666' ED2666'THE STATION IS A STANDARD SCGS DISK ED2666'STAMPED---HORZ 37 010 1980---, ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2666'FLUSH WITH GROUND. IT IS LOCATED ED2666'21.6 METERS (71.0 FT) EAST FROM THE NORTHEAST CORNER OF ED2666'THE R.L. OWENS FEED SUPPLY BUILDING, ED2666'7.45 METERS (24.5 FT) EAST FROM THE APPROXIMATE CENTER OF THE ED2666'PAVED ROAD, ED2666'4.28 METERS (14.1 FT) SOUTH-SOUTHEAST FROM POWER POLE ED2666'NUMBER 12 AND ED2666'0.85 METER (2.7 FT) SOUTH FROM A METAL WITNESS POST. ED2666'THE UNDERGROUND MARK IS A STANDARD SCGS DISK ED2666'STAMPED---HORZ 37 010 1980---, ED2666'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE. ED2666' ED2666'AZIMUTH MARK NUMBER 1 IS A STANDARD SCGS DISK ED2666'STAMPED---AZ MK 1 37 010 1980---, ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2666'FLUSH WITH GROUND. IT IS LOCATED ED2666'21.8 METERS (69.1 FT) EAST-SOUTHEAST FROM A POWER POLE WITH ED2666'WIRES CROSSING THE ROAD, ED2666'9.12 METERS (29.8 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE ED2666'PAVED ROAD, ED2666'1.6 METERS (5.5 FT) EAST FROM A METAL WITNESS POST AND ED2666'1.15 METERS (3.4 FT) NORTH FROM THE ELECTRIC FENCE LINE, ED2666' ED2666'TO REACH AZIMUTH MARK 1 FROM THE STATION PROCEED NORTH 0.05 KM ED2666'(0.1 MI) TO A ROAD RIGHT (ENTRANCE TO OLD MODKE AND MOORE FISH CAMP). ED2666'TURN RIGHT FOR ABOUT 61.0 METERS (200 FEET). TURN RIGHT AND GO ED2666'SOUTH FOR 0.25 KM (0.35 MI) TO AZIMUTH MARK 1 ON THE RIGHT. ED2666' ED2666'AZIMUTH MARK NUMBER 2 IS A STANDARD SCGS DISK ED2666'STAMPED---AZ MK 2 37 010 1980---, ED2666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER ED2666'FLUSH WITH GROUND. IT IS LOCATED ED2666'12.2 METERS (40.0 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A ED2666'GREEN WOOD FRAMED HOUSE, ED2666'6.98 METERS (22.9 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER ED2666'OF THE PAVED ROAD, ED2666'1.16 METERS (5.5 FT) NORTH FROM A METAL WITNESS POST AND ED2666'0.76 METER (2.5 FT) NORTH FROM A POWER POLE. ED2666' ED2666'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS. ED2666'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME. ED2666 ED2666 STATION RECOVERY (1980) ED2666 ED2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1980 ED2666'RECOVERED IN GOOD CONDITION. ED2666 ED2666 STATION RECOVERY (1992) ED2666 ED2666'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 ED2666'STATION IS LOCATED 5.2 MILES NORTHEAST OF WALHALLA, 5.4 MILES SOUTH ED2666'SOUTHWEST OF SALEM. OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, ED2666'P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. ED2666'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE HIGHWAYS 11 ED2666'AND 183 (PICKENS HIGHWAY), 3.25 MILES NORTHEAST OF WALHALLA, GO EAST ED2666'NORTHEAST ON HIGHWAY 183 FOR 1.95 MILES TO THE JUNCTION OF STATE ROAD ED2666'24 (COUNTRY JUNCTION ROAD), TURN LEFT ON ROAD 24 FOR 0.6 MILE TO THE ED2666'STATION ON THE RIGHT NEAR A POWER POLE NUMBER 12. ED2666'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND 1.5 FT ABOVE THE ED2666'ROAD, 24.6 FT EAST OF THE CENTER OF THE ROAD, 14.3 FT WEST OF THE ED2666'POWER POLE, 8.9 FT WEST OF A FENCE LINE, 69.2 FT EAST SOUTHEAST OF ED2666'THE SOUTHEAST CORNER OF AN OPEN CARPORT ACROSS THE ROAD, 8.7 FT WEST ED2666'OF A WITNESS POST. ED2666'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 37 010 AZ MK 2, TALL ED2666'GRASS BLOCKS LINE TO SURVEY STATION 37 010 AZ MK 1. ED2666'RECOVERED BY T. HALL. ED2666 ED2666 STATION RECOVERY (2005) ED2666 ED2666'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) ED2666'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ED3498 *********************************************************************** ED3498 DESIGNATION - 37 029 ED3498 PID - ED3498 ED3498 STATE/COUNTY- SC/OCONEE ED3498 USGS QUAD - WALHALLA (1980) ED3498 ED3498 *CURRENT SURVEY CONTROL ED3498 ___________________________________________________________________ ED3498* NAD 83(2001)- 34 48 08.06640(N) 083 01 50.34064(W) ADJUSTED ED3498* NAVD 88 - 301.851 (meters) 990.32 (feet) ADJUSTED ED3498 ___________________________________________________________________ ED3498 X - 636,201.591 (meters) COMP ED3498 Y - -5,204,461.231 (meters) COMP ED3498 Z - 3,620,028.425 (meters) COMP ED3498 LAPLACE CORR- -3.34 (seconds) DEFLEC99 ED3498 ELLIP HEIGHT- 271.08 (meters) (12/20/99) GPS OBS ED3498 GEOID HEIGHT- -30.77 (meters) GEOID03 ED3498 DYNAMIC HT - 301.532 (meters) 989.28 (feet) COMP ED3498 MODELED GRAV- 979,572.6 (mgal) NAVD 88 ED3498 ED3498 HORZ ORDER - FIRST ED3498 VERT ORDER - FIRST CLASS II ED3498 ELLP ORDER - FOURTH CLASS I ED3498 ED3498 ED3498.The horizontal coordinates were established by GPS observations ED3498.and adjusted by the National Geodetic Survey in March 2004. ED3498 ED3498.The orthometric height was determined by differential leveling ED3498.and adjusted by the National Geodetic Survey in August 1993. ED3498 ED3498.The X, Y, and Z were computed from the position and the ellipsoidal ht. ED3498 ED3498.The Laplace correction was computed from DEFLEC99 derived deflections. ED3498 ED3498.The ellipsoidal height was determined by GPS observations ED3498.and is referenced to NAD 83. ED3498 ED3498.The geoid height was determined by GEOID03. ED3498 ED3498.The dynamic height is computed by dividing the NAVD 88 ED3498.geopotential number by the normal gravity value computed on the ED3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED3498.degrees latitude (g = 980.6199 gals.). ED3498 ED3498.The modeled gravity was interpolated from observed gravity values. ED3498 ED3498; North East Units Scale Factor Converg. ED3498;SPC SC - 331,082.394 423,794.755 MT 0.99998910 -1 07 32.8 ED3498;SPC SC - 1,086,228.33 1,390,402.74 iFT 0.99998910 -1 07 32.8 ED3498;UTM 17 - 3,852,991.902 314,241.434 MT 1.00002531 -1 09 33.5 ED3498 ED3498! - Elev Factor x Scale Factor = Combined Factor ED3498!SPC SC - 0.99995745 x 0.99998910 = 0.99994655 ED3498!UTM 17 - 0.99995745 x 1.00002531 = 0.99998276 ED3498 ED3498 SUPERSEDED SURVEY CONTROL ED3498 ED3498 NAD 83(1995)- 34 48 08.06648(N) 083 01 50.34054(W) AD( ) 1 ED3498 NAD 83(1986)- 34 48 08.07362(N) 083 01 50.34146(W) AD( ) 1 ED3498 NAVD 88 (08/31/93) 301.85 (m) 990.3 (f) LEVELING 3 ED3498 NGVD 29 (12/12/91) 301.883 (m) 990.43 (f) ADJUSTED 1 2 ED3498 ED3498.Superseded values are not recommended for survey control. ED3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED3498.See file dsdata.txt to determine how the superseded data were derived. ED3498 ED3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1424152992(NAD 83) ED3498_MARKER: DD = SURVEY DISK ED3498_SETTING: 38 = DECK ABOVE PIER OF OVERPASS ED3498_STAMPING: 37 029 1991 ED3498_MARK LOGO: SCGS ED3498_MAGNETIC: N = NO MAGNETIC MATERIAL ED3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ED3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED3498+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005 ED3498 ED3498 HISTORY - Date Condition Report By ED3498 HISTORY - 1991 MONUMENTED SCGS ED3498 HISTORY - 19921101 GOOD NGS ED3498 HISTORY - 20050202 GOOD NEWBY ED3498 ED3498 STATION DESCRIPTION ED3498 ED3498'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1991 ED3498'STATION IS LOCATED IN THE DECK ON THE WEST SIDE OF THE OVERPASS ED3498'JUNCTION OF STATE HIGHWAYS 11 AND 183 (3.3 MILES NORTHEAST OF ED3498'WALHALLA). OWNERSHIP--SCDHPT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX ED3498'191, COLUMBIA, SC 29202, PHONE 803-737-1350. ED3498'STATION IS A DRILL MARK IN THE DECK ABOVE A PIER AND LEVEL WITH ED3498'HIGHWAY 11, 21.4 FEET (6.5 M) WEST SOUTHWEST OF THE CENTER OF HIGHWAY ED3498'11, 64.4 FEET (19.6 M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE ED3498'WEST CONCRETE GUARDRAIL OF THE OVERPASS, 0.9 FOOT (27.4 CM) EAST ED3498'NORTHEAST OF THE WEST CURB OF THE OVERPASS, 0.8 FOOT (24.4 CM) ED3498'SOUTHEAST OF THE SEAM BETWEEN THE MIDDLE AND THE NORTH SPAN OF THE ED3498'OVERPASS, 68.3 FEET (20.8 M) SOUTH SOUTHEAST OF A WITNESS POST. ED3498'FOUNDATION OF THE TANK, 11.0 FEET (3.4 M) SOUTH OF THE SOUTH CORNER ED3498'OF A SQUARE CONCRETE MANHOLE, 70.0 FEET (21.3 M) WEST OF THE CENTER ED3498'OF THE DRIVE, 127.9 FEET (39.0 M) WEST OF THE NORTH SIDE OF A METAL ED3498'GARAGE DOOR IN THE BUILDING, 12.2 FEET (3.7 M) SOUTH OF A WITNESS ED3498'POST. ED3498'C.E. GEOGHEGAN ED3498 ED3498 STATION RECOVERY (1992) ED3498 ED3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 ED3498'RECOVERED IN GOOD CONDITION. ED3498 ED3498 STATION RECOVERY (2005) ED3498 ED3498'RECOVERY NOTE BY NEWBY-PROCTOR AND ASSOCIATES 2005 (RDP) ED3498'RECOVERED IN GOOD CONDITION.