1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 ED2239 *********************************************************************** ED2239 DESIGNATION - GREENVILLE MONAGHAN STACK ED2239 PID - ED2239 ED2239 STATE/COUNTY- SC/GREENVILLE ED2239 USGS QUAD - GREENVILLE (1983) ED2239 ED2239 *CURRENT SURVEY CONTROL ED2239 ___________________________________________________________________ ED2239* NAD 83(2001)- 34 52 00.33896(N) 082 25 28.72932(W) ADJUSTED ED2239* NAVD 88 - ED2239 ___________________________________________________________________ ED2239 LAPLACE CORR- -0.57 (seconds) DEFLEC99 ED2239 GEOID HEIGHT- -31.18 (meters) GEOID03 ED2239 ED2239 HORZ ORDER - THIRD ED2239 ED2239 ED2239.The horizontal coordinates were established by classical geodetic methods ED2239.and adjusted by the National Geodetic Survey in March 2004. ED2239 ED2239 ED2239.The Laplace correction was computed from DEFLEC99 derived deflections. ED2239 ED2239.The geoid height was determined by GEOID03. ED2239 ED2239; North East Units Scale Factor Converg. ED2239;SPC SC - 337,312.467 479,338.675 MT 1.00001205 -0 47 23.4 ED2239;SPC SC - 1,106,668.20 1,572,633.45 iFT 1.00001205 -0 47 23.4 ED2239;UTM 17 - 3,859,193.099 369,783.537 MT 0.99980899 -0 48 52.4 ED2239 ED2239 SUPERSEDED SURVEY CONTROL ED2239 ED2239 NAD 83(1986)- 34 52 00.34603(N) 082 25 28.72889(W) AD( ) 4 ED2239 NAD 27 - 34 51 59.92114(N) 082 25 29.28462(W) AD( ) 3 ED2239 ED2239.Superseded values are not recommended for survey control. ED2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED2239.See file dsdata.txt to determine how the superseded data were derived. ED2239 ED2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6978459193(NAD 83) ED2239_MARKER: 63 = STACK ED2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ED2239+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005 ED2239 ED2239 HISTORY - Date Condition Report By ED2239 HISTORY - 1902 FIRST OBSERVED CGS ED2239 HISTORY - 1957 GOOD CGS ED2239 HISTORY - 1964 GOOD CGS ED2239 HISTORY - 1979 GOOD NGS ED2239 HISTORY - 20000809 GOOD SCGS ED2239 HISTORY - 20050822 GOOD USPSQD ED2239 ED2239 STATION DESCRIPTION ED2239 ED2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PAS) ED2239'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION HAS ED2239'NOT BEEN PREVIOUSLY DESCRIBED AND A PRESENT DAY DESCRIPTION ED2239'FOLLOWS-- ED2239' ED2239'LOCATED 2.1 MI. NW OF THE GREENVILLE POST OFFICE, ON THE ED2239'PREMISES OF THE MONOGHAN TEXTILE MILL, ABOUT 100 YD. S OF THE ED2239'JUNCTION OF SMYTHE AND HELLAM STREETS. STATION IS A HIGH, ED2239'WEATHERED RED BRICK STACK CHARACTERIZED BY A FLARING TOP. ED2239 ED2239 STATION RECOVERY (1964) ED2239 ED2239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHG) ED2239'THIS STATION WAS RECOVERED AS DESCRIBED. ED2239 ED2239 STATION RECOVERY (1979) ED2239 ED2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS) ED2239'THE STATION, GREENVILLE MONAGHAN STACK, IS THE TOP ED2239'CENTER OF THE ED2239'DARK RED FLARED TOP OF THE BRICK STACK, 43 METERS HIGH, ED2239'AND OWNED BY THE ED2239'J P STEVENS AND COMPANY INCORPORATED. ED2239' ED2239'THE STATION IS LOCATED 3.6 KM NORTHWEST OF THE COURTHOUSE, ED2239'1 KM NORTH-NORTHEAST OF PARKER HIGH SCHOOL, AND AT THE SOUTHEAST END ED2239'OF THE PLANT. ED2239 ED2239 STATION RECOVERY (2000) ED2239 ED2239'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) ED2239'STATION IS LOCATED 2.0 MILES (3.2 KM) NORTHWEST OF GREENVILLE. ED2239'OWNERSHIP--MONAGHAN TEXTILE MILL. TO REACH THE STATION FROM THE ED2239'JUNCTION OF STATE HIGHWAYS 183 (CEDAR LANE) AND 253 (BLUE RIDGE DRIVE) ED2239', 2.4 MILES (3.9 KM) NORTHWEST OF GREENVILLE, GO EAST ON HIGHWAY 183 ED2239'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF STATE ROAD 20 (SMYTHE STREET) ED2239', TURN RIGHT ON ROAD 20 FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE ED2239'LEFT. RECOVERED BY J.B. SMOAK. ED2239 ED2239 STATION RECOVERY (2005) ED2239 ED2239'RECOVERY NOTE BY US POWER SQUADRON 2005 (MRK) ED2239'FOUND STATION AS DECRIBED IN STATION RECOVERY 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 ED0967 *********************************************************************** ED0967 DESIGNATION - H 178 ED0967 PID - ED0967 ED0967 STATE/COUNTY- SC/GREENVILLE ED0967 USGS QUAD - GREENVILLE (1983) ED0967 ED0967 *CURRENT SURVEY CONTROL ED0967 ___________________________________________________________________ ED0967* NAD 83(1986)- 34 49 29. (N) 082 24 20. (W) SCALED ED0967* NAVD 88 - 280.350 (meters) 919.78 (feet) ADJUSTED ED0967 ___________________________________________________________________ ED0967 GEOID HEIGHT- -31.13 (meters) GEOID03 ED0967 DYNAMIC HT - 280.064 (meters) 918.84 (feet) COMP ED0967 MODELED GRAV- 979,608.2 (mgal) NAVD 88 ED0967 ED0967 VERT ORDER - FIRST CLASS II ED0967 ED0967.The horizontal coordinates were scaled from a topographic map and have ED0967.an estimated accuracy of +/- 6 seconds. ED0967 ED0967.The orthometric height was determined by differential leveling ED0967.and adjusted by the National Geodetic Survey in June 1991. ED0967 ED0967.The geoid height was determined by GEOID03. ED0967 ED0967.The dynamic height is computed by dividing the NAVD 88 ED0967.geopotential number by the normal gravity value computed on the ED0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ED0967.degrees latitude (g = 980.6199 gals.). ED0967 ED0967.The modeled gravity was interpolated from observed gravity values. ED0967 ED0967; North East Units Estimated Accuracy ED0967;SPC SC - 332,630. 481,020. MT (+/- 180 meters Scaled) ED0967 ED0967 SUPERSEDED SURVEY CONTROL ED0967 ED0967 NGVD 29 (??/??/??) 280.438 (m) 920.07 (f) ADJUSTED 1 2 ED0967 ED0967.Superseded values are not recommended for survey control. ED0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ED0967.See file dsdata.txt to determine how the superseded data were derived. ED0967 ED0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU714545(NAD 83) ED0967_MARKER: I = METAL ROD ED0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) ED0967_SP_SET: STAINLESS STEEL ROD ED0967_STAMPING: H 178 1980 ED0967_PROJECTION: RECESSED 5 CENTIMETERS ED0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD ED0967+STABILITY: POSITION/ELEVATION WELL ED0967_ROD/PIPE-DEPTH: 4.26 meters ED0967 ED0967 HISTORY - Date Condition Report By ED0967 HISTORY - 1980 MONUMENTED NGS ED0967 HISTORY - 20050822 MARK NOT FOUND USPSQD ED0967 ED0967 STATION DESCRIPTION ED0967 ED0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 ED0967'IN GREENVILLE. ED0967'IN GREENVILLE, 0.7 KILOMETERS (0.3 MILE) SOUTHWEST FROM CITY HALL ED0967'ALONG NORTH MAIN STREET TO THE JUNCTION OF AUGUSTA ROAD (U.S. ED0967'HIGHWAY 25), THENCE 1.8 KILOMETERS (1.1 MILE) SOUTHWEST ALONG AUGUSTA ED0967'ROAD TO THE JUNCTION OF GROVE ROAD (STATE HIGHWAY 20), THENCE ED0967'0.7 KILOMETER (0.45 MILE) SOUTHWEST ALONG GROVE ROAD TO A STONE ED0967'PILLAR ENTRANCE WAY LEADING TO A PRIVATE DRIVE (HOLLY HILL), SET ED0967'3.9 METERS (13.0 FEET) NORTH OF THE NORTH CORNER OF THE MOST ED0967'WESTERLY STONE PILLAR AT THE ENTRANCE OF THE PRIVATE DRIVE, ED0967'2.9 METERS (9.6 FEET) ED0967'WEST OF THE CENTER LINE OF THE ENTRANCE OF THE PRIVATE DRIVE, 2.4 ED0967'METERS (7.9 FEET) NORTH OF A METAL POST SUPPORTING A WOODEN SIGN ED0967'(HOLLY HILL 319 PRIVATE DRIVE), 2.4 METERS (7.9 FEET) SOUTH OF THE ED0967'SOUTH EDGE OF THE SIDEWALK. ED0967'THE MARK IS 0.6 M ABOVE HIGHWAY. ED0967 ED0967 STATION RECOVERY (2005) ED0967 ED0967'RECOVERY NOTE BY US POWER SQUADRON 2005 (MRK) ED0967'COULD NOT FIND STONE PILLAR ENTRANCE MARKED HOLLY HILL PRIVATE DRIVE ED0967'OFF GROVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8976 *********************************************************************** AJ8976 HT_MOD - This is a Height Modernization Survey Station. AJ8976 DESIGNATION - I 1 AJ8976 PID - AJ8976 AJ8976 STATE/COUNTY- SC/GREENVILLE AJ8976 USGS QUAD - GREENVILLE (1983) AJ8976 AJ8976 *CURRENT SURVEY CONTROL AJ8976 ___________________________________________________________________ AJ8976* NAD 83(2001)- 34 48 19.57136(N) 082 27 22.13033(W) ADJUSTED AJ8976* NAVD 88 - 266.61 (meters) 874.7 (feet) GPS OBS AJ8976 ___________________________________________________________________ AJ8976 X - 688,323.293 (meters) COMP AJ8976 Y - -5,197,590.988 (meters) COMP AJ8976 Z - 3,620,299.258 (meters) COMP AJ8976 LAPLACE CORR- -0.23 (seconds) DEFLEC99 AJ8976 ELLIP HEIGHT- 235.53 (meters) (03/13/03) GPS OBS AJ8976 GEOID HEIGHT- -31.09 (meters) GEOID03 AJ8976 AJ8976 HORZ ORDER - FIRST AJ8976 ELLP ORDER - FOURTH CLASS II AJ8976 AJ8976 AJ8976.The horizontal coordinates were established by GPS observations AJ8976.and adjusted by the National Geodetic Survey in March 2003. AJ8976 AJ8976.The orthometric height was determined by GPS observations and a AJ8976.high-resolution geoid model using precise GPS observation and AJ8976.processing techniques. AJ8976 AJ8976.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8976 AJ8976.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8976 AJ8976.The ellipsoidal height was determined by GPS observations AJ8976.and is referenced to NAD 83. AJ8976 AJ8976.The geoid height was determined by GEOID03. AJ8976 AJ8976; North East Units Scale Factor Converg. AJ8976;SPC SC - 330,550.104 476,362.811 MT 0.99999020 -0 48 26.2 AJ8976;SPC SC - 1,084,481.97 1,562,870.11 iFT 0.99999020 -0 48 26.2 AJ8976;UTM 17 - 3,852,433.269 366,805.356 MT 0.99981866 -0 49 52.6 AJ8976 AJ8976! - Elev Factor x Scale Factor = Combined Factor AJ8976!SPC SC - 0.99996303 x 0.99999020 = 0.99995323 AJ8976!UTM 17 - 0.99996303 x 0.99981866 = 0.99978170 AJ8976 AJ8976 SUPERSEDED SURVEY CONTROL AJ8976 AJ8976 NAD 83(1986)- 34 48 19.57930(N) 082 27 22.13166(W) AD( ) 1 AJ8976 NAD 83(1995)- 34 48 19.57100(N) 082 27 22.13087(W) AD( ) 1 AJ8976 ELLIP H (04/18/02) 235.51 (m) GP( ) 4 1 AJ8976 AJ8976.Superseded values are not recommended for survey control. AJ8976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8976.See file dsdata.txt to determine how the superseded data were derived. AJ8976 AJ8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6680552433(NAD 83) AJ8976_MARKER: DD = SURVEY DISK AJ8976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8976_STAMPING: STN I 1 1997 AJ8976_MARK LOGO: SC-045 AJ8976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8976+STABILITY: SURFACE MOTION AJ8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8976+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000 AJ8976 AJ8976 HISTORY - Date Condition Report By AJ8976 HISTORY - 1997 MONUMENTED SC-045 AJ8976 HISTORY - 20000606 GOOD SCGS AJ8976 HISTORY - 20050822 MARK NOT FOUND USPSQD AJ8976 AJ8976 STATION DESCRIPTION AJ8976 AJ8976'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW) AJ8976'STATION IS LOCATED 3.1 MILES (5.0 KM) WEST SOUTHWEST OF GREENVILLE. AJ8976'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, AJ8976'COLUMBIA, SC 29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE AJ8976'JUNCTION OF U.S. HIGHWAY 25 (WHITE HORSE ROAD) AND STATE HIGHWAY 81 AJ8976'(ANDERSON ROAD) , 2.0 MILES (3.2 KM) WEST SOUTHWEST OF GREENVILLE, GO AJ8976'SOUTHWEST ON HIGHWAY 81 FOR 1.1 MILES (1.8 KM) TO THE STATION ON THE AJ8976'RIGHT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF HOLLYWOOD DRIVE. AJ8976'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE AJ8976'ROAD, 55.2 FEET (16.8 M) SOUTHWEST OF THE EXTENDED CENTER OF HOLLYWOOD AJ8976'DRIVE, 24.9 FEET (7.6 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 93.0 AJ8976'FEET (28.3 M) SOUTH SOUTHEAST OF A POWER POLE 25K WITH TWO GUY WIRES, AJ8976'33.0 FEET (10.1 M) SOUTHWEST OF A WITNESS POST. RECOVERED BY R.P. AJ8976'MCKEOWN. AJ8976 AJ8976 STATION RECOVERY (2005) AJ8976 AJ8976'RECOVERY NOTE BY US POWER SQUADRON 2005 (MRK) AJ8976'COULD NOT FIND ON CORNER OF HOLLYWOOD DRIVE AND HIGHWAY 81. FOUND AJ8976'UNILITY POLE WITH 25K AND GUIDE WIRES BUT BRUSH WAS OVER 6' TALL IN AJ8976'LOCATED FOR STATION.