1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4177 *********************************************************************** DH4177 HT_MOD - This is a Height Modernization Survey Station. DH4177 DESIGNATION - BC 1 DH4177 PID - DH4177 DH4177 STATE/COUNTY- SC/DARLINGTON DH4177 USGS QUAD - DARLINGTON EAST (1963) DH4177 DH4177 *CURRENT SURVEY CONTROL DH4177 ___________________________________________________________________ DH4177* NAD 83(1995)- 34 15 36.48830(N) 079 46 44.12243(W) ADJUSTED DH4177* NAVD 88 - 37.41 (meters) 122.7 (feet) GPS OBS DH4177 ___________________________________________________________________ DH4177 X - 936,399.551 (meters) COMP DH4177 Y - -5,193,327.635 (meters) COMP DH4177 Z - 3,570,335.104 (meters) COMP DH4177 LAPLACE CORR- -2.58 (seconds) DEFLEC99 DH4177 ELLIP HEIGHT- 5.29 (meters) (05/19/05) GPS OBS DH4177 GEOID HEIGHT- -32.13 (meters) GEOID03 DH4177 DH4177 HORZ ORDER - FIRST DH4177 ELLP ORDER - FOURTH CLASS II DH4177 DH4177 DH4177.The horizontal coordinates were established by GPS observations DH4177.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4177 DH4177.The orthometric height was determined by GPS observations and a DH4177.high-resolution geoid model using precise GPS observation and DH4177.processing techniques. DH4177 DH4177.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4177 DH4177.The Laplace correction was computed from DEFLEC99 derived deflections. DH4177 DH4177.The ellipsoidal height was determined by GPS observations DH4177.and is referenced to NAD 83. DH4177 DH4177.The geoid height was determined by GEOID03. DH4177 DH4177; North East Units Scale Factor Converg. DH4177;SPC SC - 269,789.783 722,044.049 MT 0.99984668 +0 40 37.1 DH4177;SPC SC - 885,137.08 2,368,910.92 iFT 0.99984668 +0 40 37.1 DH4177;UTM 17 - 3,791,674.366 612,422.065 MT 0.99975579 +0 41 14.9 DH4177 DH4177! - Elev Factor x Scale Factor = Combined Factor DH4177!SPC SC - 0.99999917 x 0.99984668 = 0.99984585 DH4177!UTM 17 - 0.99999917 x 0.99975579 = 0.99975496 DH4177 DH4177 SUPERSEDED SURVEY CONTROL DH4177 DH4177.No superseded survey control is available for this station. DH4177 DH4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1242291674(NAD 83) DH4177_MARKER: DD = SURVEY DISK DH4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4177_STAMPING: BC 1 2005 DH4177_MARK LOGO: SCGS DH4177_PROJECTION: FLUSH DH4177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4177+STABILITY: SURFACE MOTION DH4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4177+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 DH4177 DH4177 HISTORY - Date Condition Report By DH4177 HISTORY - 20050103 MONUMENTED SCGS DH4177 DH4177 STATION DESCRIPTION DH4177 DH4177'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DH4177'STATION IS LOCATED 4.6 MILES NORTH OF FLORENCE, 6.2 MILES EAST DH4177'SOUTHEAST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4177'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4177'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4177'INTERSTATE 95 (EXIT 164) AND U.S. HIGHWAY 52 (LUCAS STREET), 3.1 DH4177'MILES NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE DH4177'TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON DH4177'ROAD 63 FOR 2.4 MILES TO THE DARLINGTON COUNTY LINE (ROAD CHANGES DH4177'NUMBER TO 35), CONTINUE ON ROAD 35 FOR 0.5 MILE TO THE JUNCTION OF DH4177'STATE ROAD 179 (E. MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 0.3 MILE DH4177'TO THE JUNCTION OF STATE ROAD 780 (MEADOWBROOK ROAD), TURN LEFT ON DH4177'ROAD 780 FOR 0.2 MILE TO THE JUNCTION OF STATE ROAD 1045 (FOX HALL DH4177'ROAD), CONTINUE ON ROAD 1045 FOR 0.15 MILE TO THE STATION ON THE DH4177'RIGHT AT THE WEST END OF A CHAIN LINK FENCE. STATION IS A CONCRETE DH4177'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 16.7 FEET EAST DH4177'SOUTHEAST OF THE CENTER OF THE ROAD, 1.4 FEET WEST NORTHWEST OF THE DH4177'END FENCE POST, 76.8 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF DH4177'A BRICK HOUSE NUMBER 3122, 64.2 FEET WEST OF THE SOUTHWEST CORNER OF DH4177'THE FRONT PORCH OF A BRICK HOUSE NUMBER 3200, 90.0 FEET SOUTHEAST OF DH4177'THE SOUTHEAST CORNER OF A BRICK HOUSE NUMBER 3201, 1.0 FOOT WEST DH4177'NORTHWEST OF A WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4173 *********************************************************************** DH4173 HT_MOD - This is a Height Modernization Survey Station. DH4173 DESIGNATION - BC 2 DH4173 PID - DH4173 DH4173 STATE/COUNTY- SC/DARLINGTON DH4173 USGS QUAD - DARLINGTON EAST (1963) DH4173 DH4173 *CURRENT SURVEY CONTROL DH4173 ___________________________________________________________________ DH4173* NAD 83(1995)- 34 15 52.82291(N) 079 46 28.80657(W) ADJUSTED DH4173* NAVD 88 - 23.52 (meters) 77.2 (feet) GPS OBS DH4173 ___________________________________________________________________ DH4173 X - 936,732.829 (meters) COMP DH4173 Y - -5,192,967.924 (meters) COMP DH4173 Z - 3,570,743.257 (meters) COMP DH4173 LAPLACE CORR- -2.60 (seconds) DEFLEC99 DH4173 ELLIP HEIGHT- -8.61 (meters) (05/19/05) GPS OBS DH4173 GEOID HEIGHT- -32.14 (meters) GEOID03 DH4173 DH4173 HORZ ORDER - FIRST DH4173 ELLP ORDER - FOURTH CLASS II DH4173 DH4173 DH4173.The horizontal coordinates were established by GPS observations DH4173.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4173 DH4173.The orthometric height was determined by GPS observations and a DH4173.high-resolution geoid model using precise GPS observation and DH4173.processing techniques. DH4173 DH4173.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4173 DH4173.The Laplace correction was computed from DEFLEC99 derived deflections. DH4173 DH4173.The ellipsoidal height was determined by GPS observations DH4173.and is referenced to NAD 83. DH4173 DH4173.The geoid height was determined by GEOID03. DH4173 DH4173; North East Units Scale Factor Converg. DH4173;SPC SC - 270,297.627 722,429.835 MT 0.99984750 +0 40 45.6 DH4173;SPC SC - 886,803.24 2,370,176.62 iFT 0.99984750 +0 40 45.6 DH4173;UTM 17 - 3,792,182.236 612,807.722 MT 0.99975686 +0 41 23.8 DH4173 DH4173! - Elev Factor x Scale Factor = Combined Factor DH4173!SPC SC - 1.00000135 x 0.99984750 = 0.99984885 DH4173!UTM 17 - 1.00000135 x 0.99975686 = 0.99975821 DH4173 DH4173 SUPERSEDED SURVEY CONTROL DH4173 DH4173.No superseded survey control is available for this station. DH4173 DH4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1280892182(NAD 83) DH4173_MARKER: DD = SURVEY DISK DH4173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4173_STAMPING: BC 2 2005 DH4173_MARK LOGO: SCGS DH4173_PROJECTION: FLUSH DH4173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4173+STABILITY: SURFACE MOTION DH4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4173+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 DH4173 DH4173 HISTORY - Date Condition Report By DH4173 HISTORY - 20050103 MONUMENTED SCGS DH4173 DH4173 STATION DESCRIPTION DH4173 DH4173'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DH4173'STATION IS LOCATED 4.8 MILES NORTH OF FLORENCE, 6.3 MILES EAST DH4173'SOUTHEAST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4173'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4173'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4173'INTERSTATE 95 (EXIT 164) AND U.S. HIGHWAY 52 (LUCAS STREET), 3.1 DH4173'MILES NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE DH4173'TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON DH4173'ROAD 63 FOR 2.4 MILES TO THE DARLINGTON COUNTY LINE (ROAD CHANGES DH4173'NUMBER TO 35), CONTINUE ON ROAD 35 FOR 0.5 MILE TO THE JUNCTION OF DH4173'STATE ROAD 179 (E. MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 0.4 MILE DH4173'TO THE JUNCTION OF STATE ROAD 781 (WOODBRIDGE ROAD), TURN LEFT ON DH4173'ROAD 781 FOR 0.75 MILE TO THE JUNCTION OF STATE ROAD 1035 (POINT VIEW DH4173'DRIVE), TURN RIGHT ON ROAD 1035 FOR 0.05 MILE TO THE STATION ON THE DH4173'RIGHT NEAR THE NORTH CORNER OF A 2X4 FENCE. STATION IS A CONCRETE DH4173'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 20.0 FEET SOUTH DH4173'SOUTHWEST OF THE CENTER OF THE ROAD, 9.0 FEET NORTH OF A POWER POLE DH4173'WITH A TELEPHONE JUNCTION BOX AT THE BASE, 74.5 FEET SOUTHEAST OF A DH4173'POWER POLE 46E/2 WITH GUY WIRE AND TRANSFORMER, 47.0 FEET NORTH OF DH4173'THE NORTHWEST CORNER OF A MOBILE HOME NUMBER 1010, 2.6 FEET WEST OF A DH4173'WITNESS POST AT THE CORNER OF THE FENCE. DESCRIBED BY C.E. GEOGHEGAN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4174 *********************************************************************** DH4174 HT_MOD - This is a Height Modernization Survey Station. DH4174 DESIGNATION - BC 3 DH4174 PID - DH4174 DH4174 STATE/COUNTY- SC/DARLINGTON DH4174 USGS QUAD - DARLINGTON EAST (1963) DH4174 DH4174 *CURRENT SURVEY CONTROL DH4174 ___________________________________________________________________ DH4174* NAD 83(1995)- 34 15 31.37254(N) 079 46 17.13198(W) ADJUSTED DH4174* NAVD 88 - 30.28 (meters) 99.3 (feet) GPS OBS DH4174 ___________________________________________________________________ DH4174 X - 937,093.816 (meters) COMP DH4174 Y - -5,193,286.572 (meters) COMP DH4174 Z - 3,570,200.797 (meters) COMP DH4174 LAPLACE CORR- -2.57 (seconds) DEFLEC99 DH4174 ELLIP HEIGHT- -1.86 (meters) (05/19/05) GPS OBS DH4174 GEOID HEIGHT- -32.14 (meters) GEOID03 DH4174 DH4174 HORZ ORDER - FIRST DH4174 ELLP ORDER - FOURTH CLASS II DH4174 DH4174 DH4174.The horizontal coordinates were established by GPS observations DH4174.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4174 DH4174.The orthometric height was determined by GPS observations and a DH4174.high-resolution geoid model using precise GPS observation and DH4174.processing techniques. DH4174 DH4174.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4174 DH4174.The Laplace correction was computed from DEFLEC99 derived deflections. DH4174 DH4174.The ellipsoidal height was determined by GPS observations DH4174.and is referenced to NAD 83. DH4174 DH4174.The geoid height was determined by GEOID03. DH4174 DH4174; North East Units Scale Factor Converg. DH4174;SPC SC - 269,640.368 722,736.291 MT 0.99984643 +0 40 52.0 DH4174;SPC SC - 884,646.88 2,371,182.06 iFT 0.99984643 +0 40 52.0 DH4174;UTM 17 - 3,791,525.092 613,114.272 MT 0.99975772 +0 41 30.0 DH4174 DH4174! - Elev Factor x Scale Factor = Combined Factor DH4174!SPC SC - 1.00000029 x 0.99984643 = 0.99984672 DH4174!UTM 17 - 1.00000029 x 0.99975772 = 0.99975801 DH4174 DH4174 SUPERSEDED SURVEY CONTROL DH4174 DH4174.No superseded survey control is available for this station. DH4174 DH4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1311491525(NAD 83) DH4174_MARKER: DD = SURVEY DISK DH4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4174_STAMPING: BC 3 2005 DH4174_MARK LOGO: SCGS DH4174_PROJECTION: FLUSH DH4174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4174+STABILITY: SURFACE MOTION DH4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4174+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 DH4174 DH4174 HISTORY - Date Condition Report By DH4174 HISTORY - 20050103 MONUMENTED SCGS DH4174 DH4174 STATION DESCRIPTION DH4174 DH4174'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DH4174'STATION IS LOCATED 4.4 MILES NORTH OF FLORENCE, 6.7 MILES EAST DH4174'SOUTHEAST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4174'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4174'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4174'INTERSTATE 95 (EXIT 164) AND U.S. HIGHWAY 52 (LUCAS STREET), 3.1 DH4174'MILES NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE DH4174'TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON DH4174'ROAD 63 FOR 2.4 MILES TO THE DARLINGTON COUNTY LINE (ROAD CHANGES DH4174'NUMBER TO 35), CONTINUE ON ROAD 35 FOR 0.5 MILE TO THE JUNCTION OF DH4174'STATE ROAD 179 (E. MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 0.65 MILE DH4174'TO THE JUNCTION OF STATE ROAD 1001 (CANAL DRIVE), TURN LEFT ON ROAD DH4174'1001 FOR 0.4 MILE TO THE JUNCTION OF STATE ROAD 1047 (SALLY CIRCLE), DH4174'TURN RIGHT ON ROAD 1047 FOR 0.05 MILE TO THE STATION ON THE LEFT IN DH4174'THE NORTH ANGLE OF SAND DRIVEWAY LEADING TO A MOBILE HOME NUMBER DH4174'3228. STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH DH4174'THE ROAD, 28.6 FEET NORTHEAST OF THE CENTER OF THE ROAD, 2.8 FEET DH4174'NORTHWEST OF THE CENTER OF A METAL WATER METER COVER, 121.0 FEET DH4174'SOUTHEAST OF THE CENTER OF CANAL DRIVE, 12.0 FEET NORTH OF THE WEST DH4174'END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A DRIVEWAY, 86.1 FEET DH4174'SOUTHWEST OF THE SOUTH CORNER OF A MOBILE HOME NUMBER 3228, 84.7 FEET DH4174'SOUTHEAST OF A POWER POLE 45J/9 WITH THREE GUY WIRES AND A DH4174'TRANSFORMER, 74.0 FEET SOUTHEAST OF A WITNESS POST AT A GUY ANCHOR. DH4174'DESCRIBED BY C.E. GEOGHEGAN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4175 *********************************************************************** DH4175 HT_MOD - This is a Height Modernization Survey Station. DH4175 DESIGNATION - BC 4 DH4175 PID - DH4175 DH4175 STATE/COUNTY- SC/DARLINGTON DH4175 USGS QUAD - DARLINGTON EAST (1963) DH4175 DH4175 *CURRENT SURVEY CONTROL DH4175 ___________________________________________________________________ DH4175* NAD 83(1995)- 34 15 11.20284(N) 079 46 04.50496(W) ADJUSTED DH4175* NAVD 88 - 36.52 (meters) 119.8 (feet) GPS OBS DH4175 ___________________________________________________________________ DH4175 X - 937,474.793 (meters) COMP DH4175 Y - -5,193,578.538 (meters) COMP DH4175 Z - 3,569,690.628 (meters) COMP DH4175 LAPLACE CORR- -2.55 (seconds) DEFLEC99 DH4175 ELLIP HEIGHT- 4.38 (meters) (05/19/05) GPS OBS DH4175 GEOID HEIGHT- -32.15 (meters) GEOID03 DH4175 DH4175 HORZ ORDER - FIRST DH4175 ELLP ORDER - FOURTH CLASS II DH4175 DH4175 DH4175.The horizontal coordinates were established by GPS observations DH4175.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4175 DH4175.The orthometric height was determined by GPS observations and a DH4175.high-resolution geoid model using precise GPS observation and DH4175.processing techniques. DH4175 DH4175.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4175 DH4175.The Laplace correction was computed from DEFLEC99 derived deflections. DH4175 DH4175.The ellipsoidal height was determined by GPS observations DH4175.and is referenced to NAD 83. DH4175 DH4175.The geoid height was determined by GEOID03. DH4175 DH4175; North East Units Scale Factor Converg. DH4175;SPC SC - 269,022.863 723,066.681 MT 0.99984543 +0 40 59.0 DH4175;SPC SC - 882,620.94 2,372,266.01 iFT 0.99984543 +0 40 59.0 DH4175;UTM 17 - 3,790,907.702 613,444.746 MT 0.99975864 +0 41 36.8 DH4175 DH4175! - Elev Factor x Scale Factor = Combined Factor DH4175!SPC SC - 0.99999931 x 0.99984543 = 0.99984474 DH4175!UTM 17 - 0.99999931 x 0.99975864 = 0.99975795 DH4175 DH4175 SUPERSEDED SURVEY CONTROL DH4175 DH4175.No superseded survey control is available for this station. DH4175 DH4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1344590908(NAD 83) DH4175_MARKER: DD = SURVEY DISK DH4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4175_STAMPING: BC 4 2005 DH4175_MARK LOGO: SCGS DH4175_PROJECTION: FLUSH DH4175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4175+STABILITY: SURFACE MOTION DH4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4175+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 DH4175 DH4175 HISTORY - Date Condition Report By DH4175 HISTORY - 20050103 MONUMENTED SCGS DH4175 DH4175 STATION DESCRIPTION DH4175 DH4175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DH4175'STATION IS LOCATED 4.0 MILES NORTH OF FLORENCE, 7.0 MILES EAST DH4175'SOUTHEAST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4175'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4175'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4175'INTERSTATE 95 (EXIT 164) AND U.S. HIGHWAY 52 (LUCAS STREET), 3.1 DH4175'MILES NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE DH4175'TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON DH4175'ROAD 63 FOR 2.4 MILES TO THE DARLINGTON COUNTY LINE (ROAD CHANGES DH4175'NUMBER TO 35), CONTINUE ON ROAD 35 FOR 0.5 MILE TO THE JUNCTION OF DH4175'STATE ROAD 179 (E. MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 1.0 MILE DH4175'TO THE JUNCTION OF STATE ROAD 657 (SANTEE RIVER DRIVE), TURN LEFT ON DH4175'ROAD 657 FOR 0.15 MILE TO THE STATION ON THE LEFT NEAR A POWER POLE. DH4175'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DH4175'ROAD, 19.2 FEET NORTHWEST OF THE CENTER OF THE ROAD, 9.2 FEET DH4175'NORTHEAST OF THE POWER POLE 45H/3 WITH TRANSFORMER, 41.8 FEET DH4175'SOUTHWEST OF THE SOUTH CORNER OF A BRICK FENCE SURROUNDING A SWIMMING DH4175'POOL, 1.8 FEET SOUTHEAST OF A CHAIN LINK FENCE POST, 9.0 FEET DH4175'NORTHEAST OF A CHAIN LINK FENCE CORNER POST, 9.6 FEET NORTHEAST OF A DH4175'WITNESS POST. DESCRIBED BY C.E. GEOGHEGAN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EB2822 *********************************************************************** EB2822 CBN - This is a Cooperative Base Network Control Station. EB2822 DESIGNATION - DAR EB2822 PID - EB2822 EB2822 STATE/COUNTY- SC/DARLINGTON EB2822 USGS QUAD - DARLINGTON EAST (1963) EB2822 EB2822 *CURRENT SURVEY CONTROL EB2822 ___________________________________________________________________ EB2822* NAD 83(2001)- 34 16 00.89862(N) 079 50 47.35877(W) ADJUSTED EB2822* NAVD 88 - 43.455 (meters) 142.57 (feet) ADJUSTED EB2822 ___________________________________________________________________ EB2822 X - 930,200.952 (meters) COMP EB2822 Y - -5,194,016.445 (meters) COMP EB2822 Z - 3,570,960.199 (meters) COMP EB2822 LAPLACE CORR- -2.48 (seconds) DEFLEC99 EB2822 ELLIP HEIGHT- 11.45 (meters) (09/24/02) GPS OBS EB2822 GEOID HEIGHT- -32.02 (meters) GEOID03 EB2822 DYNAMIC HT - 43.413 (meters) 142.43 (feet) COMP EB2822 MODELED GRAV- 979,670.6 (mgal) NAVD 88 EB2822 EB2822 HORZ ORDER - A EB2822 VERT ORDER - FIRST CLASS II EB2822 ELLP ORDER - FOURTH CLASS I EB2822 EB2822 EB2822.The horizontal coordinates were established by GPS observations EB2822.and adjusted by the National Geodetic Survey in September 2002. EB2822 EB2822.The orthometric height was determined by differential leveling EB2822.and adjusted by the National Geodetic Survey in June 1994. EB2822 EB2822.The X, Y, and Z were computed from the position and the ellipsoidal ht. EB2822 EB2822.The Laplace correction was computed from DEFLEC99 derived deflections. EB2822 EB2822.The ellipsoidal height was determined by GPS observations EB2822.and is referenced to NAD 83. EB2822 EB2822.The geoid height was determined by GEOID03. EB2822 EB2822.The dynamic height is computed by dividing the NAVD 88 EB2822.geopotential number by the normal gravity value computed on the EB2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2822.degrees latitude (g = 980.6199 gals.). EB2822 EB2822.The modeled gravity was interpolated from observed gravity values. EB2822 EB2822; North East Units Scale Factor Converg. EB2822;SPC SC - 270,470.300 715,814.074 MT 0.99984791 +0 38 22.2 EB2822;SPC SC - 887,369.75 2,348,471.37 iFT 0.99984791 +0 38 22.2 EB2822;UTM 17 - 3,792,353.698 606,192.591 MT 0.99973900 +0 38 58.4 EB2822 EB2822! - Elev Factor x Scale Factor = Combined Factor EB2822!SPC SC - 0.99999820 x 0.99984791 = 0.99984611 EB2822!UTM 17 - 0.99999820 x 0.99973900 = 0.99973720 EB2822 EB2822: Primary Azimuth Mark Grid Az EB2822:SPC SC - DAR AZ MK 324 05 53.8 EB2822:UTM 17 - DAR AZ MK 324 05 17.6 EB2822 EB2822|---------------------------------------------------------------------| EB2822| PID Reference Object Distance Geod. Az | EB2822| dddmmss.s | EB2822| EB3221 DAR RM 3 8.062 METERS 09049 | EB2822| EB2823 DAR 1970 RM 1 8.085 METERS 09103 | EB2822| EB2803 FLORENCE RADIO STA WJMX MAST APPROX. 5.8 KM 1351900.2 | EB2822| EB2826 DARLINGTON SC HWY DEPT TWR APPROX. 4.6 KM 3074817.7 | EB2822| EB3219 DAR AZ MK APPROX. 0.7 KM 3244416.0 | EB2822| EB3220 DAR RM 2 7.685 METERS 34750 | EB2822|---------------------------------------------------------------------| EB2822 EB2822 SUPERSEDED SURVEY CONTROL EB2822 EB2822 NAD 83(1995)- 34 16 00.89858(N) 079 50 47.35873(W) AD( ) B EB2822 ELLIP H (09/11/96) 11.44 (m) GP( ) 4 1 EB2822 NAD 83(1986)- 34 16 00.91113(N) 079 50 47.35633(W) AD( ) 1 EB2822 NAD 83(1986)- 34 16 00.91113(N) 079 50 47.35633(W) AD( ) 2 EB2822 NAD 27 - 34 16 00.36632(N) 079 50 48.12585(W) AD( ) 2 EB2822 NAVD 88 (09/11/96) 43.45 (m) 142.6 (f) LEVELING 3 EB2822 NGVD 29 (07/20/93) 43.8 (m) 144. (f) GPS OBS EB2822 EB2822.Superseded values are not recommended for survey control. EB2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2822.See file dsdata.txt to determine how the superseded data were derived. EB2822 EB2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0619392354(NAD 83) EB2822_MARKER: DS = TRIANGULATION STATION DISK EB2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2822_SP_SET: CONCRETE POST EB2822_STAMPING: DAR 1970 EB2822_MARK LOGO: CGS EB2822_PROJECTION: RECESSED 3 CENTIMETERS EB2822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EB2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2822+STABILITY: SURFACE MOTION EB2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2822+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 EB2822 EB2822 HISTORY - Date Condition Report By EB2822 HISTORY - 1970 MONUMENTED NGS EB2822 HISTORY - 1970 GOOD CGS EB2822 HISTORY - 1980 GOOD NGS EB2822 HISTORY - 19920916 GOOD SCGS EB2822 HISTORY - 19930704 GOOD SCGS EB2822 HISTORY - 19950127 GOOD SCGS EB2822 HISTORY - 19961002 GOOD SCGS EB2822 HISTORY - 19970223 GOOD USPSQD EB2822 HISTORY - 20010116 GOOD SCGS EB2822 HISTORY - 20050103 GOOD SCGS EB2822 EB2822 STATION DESCRIPTION EB2822 EB2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LDF) EB2822'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF FLORENCE, 3.0 EB2822'MILES SOUTHEAST OF DARLINGTON AND ON STATE RIGHT-OF-WAY PROPERTY. EB2822' EB2822'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 52, 401 AND EB2822'STATE HIGHWAY 34 IN DARLINGTON, GO SOUTHEAST ON U. S. HIGHWAY 52 EB2822'FOR 2.6 MILES TO A SIDE ROAD RIGHT AND THE AZ MK ON RIGHT AS EB2822'DESCRIBED. CONTINUE SOUTHEAST ON U. S. HIGHWAY 52 FOR 0.4 MILE TO EB2822'RAILROAD MILE POST 300 ON RIGHT AND STATION ON RIGHT AS EB2822'DESCRIBED. EB2822' EB2822'STATION MARK, A STANDARD DISK STAMPED DAR 1970, SET IN TOP OF A EB2822'ROUND CONCRETE POST, 12-INCHES IN DIAMETER, IS SET FLUSH WITH THE EB2822'GROUND. THE MARK IS 57.5 FEET SOUTHWEST OF THE CENTER OF THE EB2822'SOUTHEAST BOUND LANE OF U. S. HIGHWAY 52, 32.3 FEET NORTHEAST OF EB2822'THE NORTHEAST RAIL OF RAILROAD TRACKS AND 10.4 FEET NORTHEAST OF EB2822'THE RAILROAD MILE POST 300 AND THE METAL WITNESS POST. EB2822' EB2822'REFERENCE MARK 1, A STANDARD DISK STAMPED DAR NO 1 1970, SET IN EB2822'TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER, IS SET FLUSH EB2822'WITH THE GROUND. IT IS 51 FEET NORTHEAST OF THE NORTHEAST RAIL OF EB2822'THE RAILROAD TRACKS, 39.5 FEET SOUTHWEST OF THE CENTER OF THE EB2822'SOUTHEAST BOUND LANE OF U. S. HIGHWAY 52 AND 34 FEET SOUTHEAST OF EB2822'THE MILE POST 300. EB2822' EB2822'REFERENCE MARK 2, A STANDARD DISK STAMPED DAR NO 2 1970, IS SET EB2822'IN TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER, IS SET FLUSH EB2822'WITH THE GROUND. IT IS 46.5 FEET NORTHEAST OF THE NORTHEAST RAIL EB2822'OF THE RAILROAD TRACKS, 43 FEET SOUTHWEST OF THE CENTER OF THE EB2822'SOUTHEAST BOUND LANE OF U. S. HIGHWAY 52 AND 33 FEET NORTH OF THE EB2822'RAILROAD MILE POST 300. EB2822' EB2822'AZIMUTH MARK, A STANDARD DISK STAMPED DAR 1970, IS SET IN THE TOP EB2822'OF A 12-INCH IN DIAMETER ROUND CONCRETE POST THAT PROJECTS ABOUT 4 EB2822'INCHES. IT IS 55.5 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST EB2822'BOUND LANE OF U. S. HIGHWAY 52, 50.0 FEET NORTHWEST OF THE CENTER EB2822'OF A SAND ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST AND 2.0 FEET EB2822'SOUTH OF POWER LINE POLE NUMBER 9. EB2822' EB2822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EB2822 EB2822 STATION RECOVERY (1970) EB2822 EB2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 EB2822'RECOVERED IN GOOD CONDITION. EB2822 EB2822 STATION RECOVERY (1980) EB2822 EB2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EB2822'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE EB2822'RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND TILTED EB2822'OVER. THE MARK WAS RESET AND USED AS REFERENCE MARK 3. THE DISTANCE EB2822'AND DIRECTION TO REFERENCE MARK 2 CHECKED. A NEW DESCRIPTION FOLLOWS. EB2822' EB2822'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF FLORENCE, 3 EB2822'MILES SOUTHEAST OF DARLINGTON AND ON STATE RIGHT-OF-WAY. EB2822' EB2822'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 52 EB2822'AND U.S. HIGHWAY 52 BY-PASS ABOUT 1 MILE SOUTHEAST OF DARLINGTON, GO EB2822'SOUTHEAST ON HIGHWAY 52 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE EB2822'RIGHT. CONTINUE SOUTHEAST ON HIGHWAY 52 FOR 0.4 MILE TO MILEPOST EB2822'300 AND THE STATION ON THE RIGHT. EB2822' EB2822'THE STATION MARK STAMPED---DAR 1970---IS A STANDARD DISK SET IN THE EB2822'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE EB2822'GROUND. IT IS 56.5 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH EB2822'BOUND LANE OF HIGHWAY 52, 32.5 FEET EAST-NORTHEAST OF THE EAST RAIL EB2822'OF THE RAILROAD TRACKS AND 10.5 FEET EAST-NORTHEAST OF A METAL EB2822'WITNESS POST AND RAILROAD MILEPOST 300. EB2822' EB2822'REFERENCE MARK 2 STAMPED---DAR NO 2 1970---IS A STANDARD DISK SET EB2822'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH EB2822'THE GROUND. IT IS 46.5 FEET EAST-NORTHEAST OF THE EAST RAIL OF EB2822'TRACKS, 42 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE EB2822'OF HIGHWAY 52 AND 32 FEET NORTHEAST OF THE WITNESS POST AND MILEPOST. EB2822' EB2822'REFERENCE MARK 3 STAMPED---DAR 1970 NO 3 1980---IS A STANDARD DISK EB2822'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH EB2822'WITH THE GROUND. IT IS 50 FEET EAST-NORTHEAST OF THE EAST RAIL OF EB2822'THE TRACKS, 38 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND EB2822'LANE OF HIGHWAY 52 AND 34 FEET EAST OF THE WITNESS POST AND MILEPOST. EB2822' EB2822'THE AZIMUTH MARK STAMPED---DAR 1970---IS A STANDARD DISK SET IN THE EB2822'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE EB2822'GROUND. IT IS 56 FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH EB2822'ROUND LANE OF HIGHWAY 52, 50 FEET NORTH-NORTHWEST OF THE CENTER OF EB2822'A DIRT ROAD, 2.6 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET EB2822'SOUTH OF A POWERLINE POLE. EB2822' EB2822'DESCRIBED BY ALFRED BAUGH. EB2822 EB2822 STATION RECOVERY (1992) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992 EB2822'STATION IS LOCATED 3.3 MILES (5.3 KM) SOUTH SOUTHEAST OF DARLINGTON, EB2822'7.1 MILES (11.4 KM) NORTH NORTHWEST OF FLORENCE. OWNERSHIP--SCDHPT, EB2822'DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE EB2822'803-737-1350. EB2822'TO REACH THE STATION FROM THE SOUTHEAST JUNCTION OF U.S. HIGHWAYS 52 EB2822'(SOUTH GOVERNOR WILLIAMS HIGHWAY) AND 52 BUSINESS (SOUTH MAIN STREET) EB2822', 1.7 MILES (2.7 KM) SOUTHEAST OF DARLINGTON, GO SOUTH ON HIGHWAY 52 EB2822'FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE ROAD 49 (EBENEZER EB2822'ROAD), CONTINUE ON HIGHWAY 52 FOR 0.75 MILE (1.21 KM) TO THE STATION EB2822'ON THE RIGHT NEAR A RAILROAD MILE POST NUMBER 300 (F7 ENGRAVED ON EB2822'SIDE). EB2822'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 3.0 FEET (0.9 M) EB2822'BELOW THE HIGHWAY, 56.0 FEET (17.1 M) SOUTHWEST OF THE CENTER OF THE EB2822'EASTBOUND LANES OF THE HIGHWAY, 32.4 FEET (9.9 M) NORTHEAST OF THE EB2822'NORTHEAST RAIL OF THE RAILROAD TRACKS, 10.5 FEET (3.2 M) NORTHEAST OF EB2822'THE MILE POST, 26.4 FEET (8.0 M) WEST OF REFERENCE MARK DAR RM 3, EB2822'25.1 FEET (7.7 M) SOUTH OF REFERENCE MARK DAR RM 2, 144.6 FEET EB2822'(44.1 M) EAST SOUTHEAST OF A CONCRETE RAILROAD SEMAPHORE, 10.3 FEET EB2822'(3.1 M) NORTHEAST OF A WITNESS POST. EB2822'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK DAR AZ MK. EB2822'RECOVERED BY C.E. GEOGHEGAN. EB2822 EB2822 STATION RECOVERY (1993) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 EB2822'RECOVERED IN GOOD CONDITION. EB2822 EB2822 STATION RECOVERY (1995) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1995 (DDW) EB2822'RECOVERED AS DESCRIBED. EB2822 EB2822 STATION RECOVERY (1996) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW) EB2822'RECOVERED AS DESCRIBED. EB2822 EB2822 STATION RECOVERY (1997) EB2822 EB2822'RECOVERY NOTE BY US POWER SQUADRON 1997 EB2822'RECOVERED IN GOOD CONDITION. EB2822 EB2822 STATION RECOVERY (2001) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW) EB2822'STATION IS LOCATED 2.8 MILES (4.5 KM) SOUTHEAST OF DARLINGTON, 6.9 EB2822'MILES (11.1 KM) NORTHWEST EB2822'OF FLORENCE. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX EB2822'191, COLUMBIA, SC EB2822'29202, PHONE 803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF EB2822'U.S. HIGHWAYS 52 EB2822'(SOUTH GOVERNOR WILLIAMS HIGHWAY) AND 52 BUSINESS (SOUTH MAIN STREET), EB2822'1.5 MILES (2.4 KM) EB2822'SOUTH OF DARLINGTON, GO SOUTH ON HIGHWAY 52 FOR 1.25 MILES (2.01 KM) EB2822'TO THE STATION ON EB2822'THE RIGHT NEAR A CONCRETE RAILROAD MILE MARKER F7/300. STATION IS A EB2822'CONCRETE POST EB2822'RECESSED 0.1 FOOT (3.0 CM) AND 2.5 FEET (0.8 M) BELOW THE HIGHWAY, EB2822'56.1 FEET (17.1 M) EB2822'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 32.2 EB2822'FEET (9.8 M) EB2822'NORTHEAST OF THE NORTHEAST RAIL OF A SET OF RAILROAD TRACKS, 10.6 FEET EB2822'(3.2 M) NORTHEAST EB2822'OF THE CONCRETE MILE MARKER, 144.7 FEET (44.1 M) EAST-SOUTHEAST OF A EB2822'CONCRETE RAILROAD EB2822'RIGHT OF WAY SWITCH MARKER, 331.0 FEET (100.9 M) NORTHWEST OF THE EB2822'CENTER OF A PAVED ROAD EB2822'(LAKE GROVE ROAD), 10.4 FEET (3.2 M) NORTHEAST OF WITNESS POST. EB2822'NOTE-STATION IS EB2822'INTERVISIBLE WITH AZIMUTH MARK DAR AZ MK. RECOVERED BY R.P. MCKEOWN. EB2822' EB2822' EB2822' EB2822 EB2822 STATION RECOVERY (2005) EB2822 EB2822'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) EB2822'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 EB4054 *********************************************************************** EB4054 HT_MOD - This is a Height Modernization Survey Station. 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(1995)- 34 15 24.80221(N) 079 46 28.81379(W) ADJUSTED EB4054* NAVD 88 - 36.28 (meters) 119.0 (feet) GPS OBS EB4054 ___________________________________________________________________ EB4054 X - 936,820.803 (meters) COMP EB4054 Y - -5,193,456.670 (meters) COMP EB4054 Z - 3,570,036.845 (meters) COMP EB4054 LAPLACE CORR- -2.57 (seconds) DEFLEC99 EB4054 ELLIP HEIGHT- 4.14 (meters) (05/19/05) 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 SOUTH CAROLINA GEODETIC SURVEY in May 2005. EB4054 EB4054.The orthometric height was determined by GPS observations and a EB4054.high-resolution geoid model using precise GPS observation and EB4054.processing techniques. 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 - 269,434.414 722,439.886 MT 0.99984610 +0 40 45.6 EB4054;SPC SC - 883,971.17 2,370,209.60 iFT 0.99984610 +0 40 45.6 EB4054;UTM 17 - 3,791,319.102 612,817.931 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|---------------------------------------------------------------------| EB4054| PID Reference Object Distance Geod. Az | EB4054| dddmmss.s | EB4054| DH4176 ZAKHOUR 362.367 METERS 17732 | EB4054|---------------------------------------------------------------------| EB4054 EB4054 SUPERSEDED SURVEY CONTROL EB4054 EB4054 NAD 83(2001)- 34 15 24.80231(N) 079 46 28.81355(W) AD( ) 1 EB4054 ELLIP H (03/13/03) 4.13 (m) GP( ) 4 2 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_SP_SET: CONCRETE POST EB4054_STAMPING: SANDERS 1992 EB4054_MARK LOGO: SCGS EB4054_PROJECTION: RECESSED 8 CENTIMETERS 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 - January 03, 2005 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 HISTORY - 20050103 GOOD SCGS 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. EB4054 EB4054 STATION RECOVERY (2005) EB4054 EB4054'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) EB4054'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4176 *********************************************************************** DH4176 HT_MOD - This is a Height Modernization Survey Station. DH4176 DESIGNATION - ZAKHOUR DH4176 PID - DH4176 DH4176 STATE/COUNTY- SC/DARLINGTON DH4176 USGS QUAD - DARLINGTON EAST (1963) DH4176 DH4176 *CURRENT SURVEY CONTROL DH4176 ___________________________________________________________________ DH4176* NAD 83(1995)- 34 15 13.06480(N) 079 46 28.20321(W) ADJUSTED DH4176* NAVD 88 - 37.10 (meters) 121.7 (feet) GPS OBS DH4176 ___________________________________________________________________ DH4176 X - 936,872.438 (meters) COMP DH4176 Y - -5,193,654.913 (meters) COMP DH4176 Z - 3,569,738.382 (meters) COMP DH4176 LAPLACE CORR- -2.55 (seconds) DEFLEC99 DH4176 ELLIP HEIGHT- 4.97 (meters) (05/19/05) GPS OBS DH4176 GEOID HEIGHT- -32.14 (meters) GEOID03 DH4176 DH4176 HORZ ORDER - FIRST DH4176 ELLP ORDER - FOURTH CLASS II DH4176 DH4176 DH4176.The horizontal coordinates were established by GPS observations DH4176.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4176 DH4176.The orthometric height was determined by GPS observations and a DH4176.high-resolution geoid model using precise GPS observation and DH4176.processing techniques. DH4176 DH4176.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4176 DH4176.The Laplace correction was computed from DEFLEC99 derived deflections. DH4176 DH4176.The ellipsoidal height was determined by GPS observations DH4176.and is referenced to NAD 83. DH4176 DH4176.The geoid height was determined by GEOID03. DH4176 DH4176; North East Units Scale Factor Converg. DH4176;SPC SC - 269,073.015 722,459.792 MT 0.99984552 +0 40 45.9 DH4176;SPC SC - 882,785.48 2,370,274.91 iFT 0.99984552 +0 40 45.9 DH4176;UTM 17 - 3,790,957.739 612,837.901 MT 0.99975695 +0 41 23.5 DH4176 DH4176! - Elev Factor x Scale Factor = Combined Factor DH4176!SPC SC - 0.99999922 x 0.99984552 = 0.99984474 DH4176!UTM 17 - 0.99999922 x 0.99975695 = 0.99975617 DH4176 DH4176|---------------------------------------------------------------------| DH4176| PID Reference Object Distance Geod. Az | DH4176| dddmmss.s | DH4176| EB4054 SANDERS 362.367 METERS 35732 | DH4176|---------------------------------------------------------------------| DH4176 DH4176 SUPERSEDED SURVEY CONTROL DH4176 DH4176.No superseded survey control is available for this station. DH4176 DH4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1283890958(NAD 83) DH4176_MARKER: DD = SURVEY DISK DH4176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4176_STAMPING: ZAKHOUR 2005 DH4176_MARK LOGO: SCGS DH4176_PROJECTION: FLUSH DH4176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4176+STABILITY: SURFACE MOTION DH4176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4176+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005 DH4176 DH4176 HISTORY - Date Condition Report By DH4176 HISTORY - 20050103 MONUMENTED SCGS DH4176 DH4176 STATION DESCRIPTION DH4176 DH4176'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DH4176'STATION IS LOCATED 4.1 MILES NORTH OF FLORENCE, 6.6 MILES EAST DH4176'SOUTHEAST OF DARLINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4176'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4176'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4176'INTERSTATE 95 (EXIT 164) AND U.S. HIGHWAY 52 (LUCAS STREET), 3.1 DH4176'MILES NORTHWEST OF FLORENCE, GO SOUTHEAST ON HIGHWAY 52 FOR 0.75 MILE DH4176'TO THE JUNCTION OF STATE ROAD 63 (MECHANICSVILLE ROAD), TURN LEFT ON DH4176'ROAD 63 FOR 2.4 MILES TO THE DARLINGTON COUNTY LINE (ROAD CHANGES DH4176'NUMBER TO 35), CONTINUE ON ROAD 35 FOR 0.5 MILE TO THE JUNCTION OF DH4176'STATE ROAD 179 (E. MCIVER ROAD), TURN RIGHT ON ROAD 179 FOR 0.65 MILE DH4176'TO THE JUNCTION OF STATE ROAD 1001 (CANAL DRIVE), TURN LEFT ON ROAD DH4176'1001 FOR 0.05 MILE TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE DH4176'OF A PARKING LOT ENTRANCE. STATION IS A CONCRETE POST FLUSH WITH THE DH4176'GROUND AND LEVEL WITH THE ROADS, 26.2 FEET EAST SOUTHEAST OF THE DH4176'CENTER OF CANAL DRIVE, 158.5 FEET NORTH NORTHEAST OF E. MCIVER ROAD, DH4176'71.5 FEET NORTH NORTHEAST OF A SECURITY LIGHT POLE, 32.2 FEET NORTH DH4176'NORTHEAST OF A 0.3-FOOT METAL PIPE PROJECTING 0.5 FOOT IN THE MIDDLE DH4176'OF AN ASPHALT DRIVEWAY, 5.0 FEET NORTH NORTHWEST OF A USED RAILROAD DH4176'TIE SET IN THE GROUND PROJECTING 0.5 FOOT, 4.7 FEET WEST OF A WITNESS DH4176'POST. DESCRIBED BY C.E. GEOGHEGAN.