1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AA4172 *********************************************************************** AA4172 DESIGNATION - 32 018 AA4172 PID - AA4172 AA4172 STATE/COUNTY- SC/LEXINGTON AA4172 USGS QUAD - BATESBURG (1982) AA4172 AA4172 *CURRENT SURVEY CONTROL AA4172 ___________________________________________________________________ AA4172* NAD 83(2001)- 33 55 42.85947(N) 081 32 14.03944(W) ADJUSTED AA4172* NAVD 88 - 170.869 (meters) 560.59 (feet) ADJUSTED AA4172 ___________________________________________________________________ AA4172 X - 779,659.806 (meters) COMP AA4172 Y - -5,240,117.266 (meters) COMP AA4172 Z - 3,539,953.852 (meters) COMP AA4172 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AA4172 ELLIP HEIGHT- 140.53 (meters) (05/31/05) GPS OBS AA4172 GEOID HEIGHT- -30.34 (meters) GEOID03 AA4172 DYNAMIC HT - 170.693 (meters) 560.02 (feet) COMP AA4172 MODELED GRAV- 979,600.1 (mgal) NAVD 88 AA4172 AA4172 HORZ ORDER - FIRST AA4172 VERT ORDER - FIRST CLASS II AA4172 ELLP ORDER - FOURTH CLASS I AA4172 AA4172 AA4172.The horizontal coordinates were established by GPS observations AA4172.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. AA4172 AA4172.The orthometric height was determined by differential leveling AA4172.and adjusted by the National Geodetic Survey in September 1998. AA4172 AA4172.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4172 AA4172.The Laplace correction was computed from DEFLEC99 derived deflections. AA4172 AA4172.The ellipsoidal height was determined by GPS observations AA4172.and is referenced to NAD 83. AA4172 AA4172.The geoid height was determined by GEOID03. AA4172 AA4172.The dynamic height is computed by dividing the NAVD 88 AA4172.geopotential number by the normal gravity value computed on the AA4172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4172.degrees latitude (g = 980.6199 gals.). AA4172 AA4172.The modeled gravity was interpolated from observed gravity values. AA4172 AA4172; North East Units Scale Factor Converg. AA4172;SPC SC - 232,482.723 559,936.291 MT 0.99980385 -0 17 52.2 AA4172;SPC SC - 762,738.59 1,837,061.32 iFT 0.99980385 -0 17 52.2 AA4172;UTM 17 - 3,754,366.173 450,345.917 MT 0.99963039 -0 17 59.5 AA4172 AA4172! - Elev Factor x Scale Factor = Combined Factor AA4172!SPC SC - 0.99997794 x 0.99980385 = 0.99978179 AA4172!UTM 17 - 0.99997794 x 0.99963039 = 0.99960834 AA4172 AA4172 SUPERSEDED SURVEY CONTROL AA4172 AA4172 NAVD 88 (05/31/05) 170.87 (m) 560.6 (f) LEVELING 3 AA4172 AA4172.Superseded values are not recommended for survey control. AA4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4172.See file dsdata.txt to determine how the superseded data were derived. AA4172 AA4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5034654366(NAD 83) AA4172_MARKER: DD = SURVEY DISK AA4172_SETTING: 66 = SET IN ROCK OUTCROP AA4172_STAMPING: 32 018 1993 AA4172_MARK LOGO: SCGS AA4172_MAGNETIC: N = NO MAGNETIC MATERIAL AA4172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA4172+STABILITY: POSITION/ELEVATION WELL AA4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4172+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 AA4172 AA4172 HISTORY - Date Condition Report By AA4172 HISTORY - 1993 MONUMENTED SCGS AA4172 HISTORY - 20020528 GOOD SCGS AA4172 HISTORY - 20031104 GOOD SCGS AA4172 AA4172 STATION DESCRIPTION AA4172 AA4172'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4172'STATION IS LOCATED IN BATESBURG-LEESVILLE. OWNERSHIP--SOUTH CAROLINA AA4172'ELECTRIC AND GAS, RIGHT OF WAY. TO REACH THE STATION FROM THE JUNCTION AA4172'OF STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE AA4172'ROAD 118 (LOADSTAR ROAD), 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE, AA4172'GO SOUTH ON HIGHWAY 391 FOR 0.5 MILE (0.8 KM) TO THE JUNCTION OF STATE AA4172'ROAD 1122, CONTINUE ON HIGHWAY 391 FOR 0.35 MILE (0.56 KM) TO A PAVED AA4172'DRIVE LEFT (ENTRANCE TO THE BATESBURG-LEESVILLE PRIMARY SCHOOL), TURN AA4172'LEFT ON THE PAVED DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE AA4172'LEFT IN A ROCK OUTCROPPING. STATION IS A DRILL MARK IN A ROCK AA4172'OUTCROPPING PROJECTING 0.2 FOOT (6.1 CM) AND LEVEL WITH THE PAVED AA4172'DRIVE, 42.3 FEET (12.9 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB AA4172'OF THE DRIVE, 43.1 FEET (13.1 M) WEST NORTHWEST OF AN ALUMINUM LIGHT AA4172'POLE, 87.8 FEET (26.8 M) WEST SOUTHWEST OF A LONE 0.5-FOOT SWEETGUM AA4172'TREE, 180.3 FEET (55.0 M) SOUTH SOUTHWEST OF A POWER POLE NUMBER AA4172'0299474, 102.1 FEET (31.1 M) EAST NORTHEAST OF THE SOUTHEAST ONE OF AA4172'THE FIRST PAIR OF HIGH TENSION LINE POLES NORTHEAST OF THE HIGHWAY, AA4172'115.0 FEET (35.1 M) WEST NORTHWEST OF THE WEST CORNER OF THE NORTHWEST AA4172'LEG OF A SIGN (VISITORS/STUDENT DROP-OFF + PICK-UP SERVICE/BUS/STAFF AA4172'ONLY). DESCRIBED BY C.E. GEOGHEGAN. AA4172 AA4172 STATION RECOVERY (2002) AA4172 AA4172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) AA4172'STATION IS LOCATED 1.6 MILES NORTH NORTHEAST OF BATESBURG, 17.7 MILES AA4172'WEST OF LEXINGTON. OWNERSHIP--SOUTH CAROLINA ELECTRIC AND GAS POWER AA4172'LINE RIGHT OF WAY. TO REACH THE STATION FROM THE JUNCTION OF STATE AA4172'HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE ROAD AA4172'118 (LOADSTAR ROAD), 2.4 MILES NORTH NORTHEAST OF BATESBURG, GO SOUTH AA4172'ON HIGHWAY 391 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 1122, AA4172'CONTINUE ON HIGHWAY 391 FOR 0.35 MILE TO A PAVED DRIVE LEFT (ENTRANCE AA4172'TO BATESBURG-LEESVILLE PRIMARY SCHOOL), TURN LEFT ON THE PAVED DRIVE AA4172'FOR 0.05 MILE TO THE STATION ON THE LEFT IN A ROCK OUTCROP. STATION AA4172'IS A DISK SET INTO A DRILL HOLE IN ROCK OUTCROP AND LEVEL WITH THE AA4172'PAVED DRIVE, 42.0 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB OF AA4172'THE DRIVE, 42.9 FEET WEST NORTHWEST OF AN ALUMINUM LIGHT POLE, 87.5 AA4172'FEET WEST SOUTHWEST OF A LONE 0.5-FOOT SWEET GUM TREE, 80.2 FEET AA4172'SOUTH SOUTHWEST OF A POWER POLE NUMBER 0299474, 102.4 FEET EAST AA4172'NORTHEAST OF THE SOUTHEAST ONE OF THE 1ST PAIR OF HIGH TENSION LINES AA4172'NORTHEAST OF THE HIGHWAY, 115.0 FEET WEST NORTHWEST OF THE WEST AA4172'CORNER OF THE NORTHWEST LEG OF A METAL SIGN (VISITOR/STUDENT DROP OFF AA4172'AND PICK UP SERVICE/BUS/STAFF ONLY). RECOVERED BY J.B. SMOAK. AA4172 AA4172 STATION RECOVERY (2003) AA4172 AA4172'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) AA4172'STATION IS LOCATED 1.6 MILES NORTH NORTHEAST OF BATESBURG, 17.7 MILES AA4172'WEST OF LEXINGTON. OWNERSHIP--POWER LINE RIGHT OF WAY. TO REACH THE AA4172'STATION FROM THE JUNCTION OF STATE HIGHWAYS 245 (LEE STREET), 391 AA4172'(SUMMERLAND AVENUE) AND STATE ROAD 118 (LOADSTAR ROAD), 2.4 MILES AA4172'NORTH NORTHEAST OF BATESBURG, GO SOUTH ON HIGHWAY 391 FOR 0.5 MILE TO AA4172'THE JUNCTION OF STATE ROAD 1122, CONTINUE ON HIGHWAY 391 FOR 0.35 AA4172'MILE TO A PAVED DRIVE LEFT (ENTRANCE TO BATESBURG-LEESVILLE PRIMARY AA4172'SCHOOL), TURN LEFT ON THE PAVED DRIVE FOR 0.05 MILE TO THE STATION ON AA4172'THE LEFT IN A ROCK OUTCROP. STATION IS A DISK SET INTO ROCK OUTCROP AA4172'LEVEL WITH THE PAVED ROAD, 42.0 FEET NORTHWEST OF THE SOUTHEAST EDGE AA4172'OF THE CURB OF THE DRIVE, 42.9 FEET WEST NORTHWEST OF AN ALUMINUM AA4172'LIGHT POLE, 87.5 FEET WEST SOUTHWEST OF A LONE 0.5-FOOT SWEET GUM AA4172'TREE, 80.2 FEET SOUTH SOUTHWEST OF A POWER POLE NUMBER 0299474, 102.4 AA4172'FEET EAST NORTHEAST OF THE SOUTHEAST ONE OF THE 1ST PAIR OF HIGH AA4172'TENSION LINES NORTHEAST OF THE HIGHWAY, 115.0 FEET WEST NORTHWEST OF AA4172'THE WEST CORNER OF THE NORTHWEST LEG OF A METAL SIGN (VISITOR/STUDENT AA4172'DROP OFF AND PICKUP/SERVICE/BUS/STAFF ONLY). RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AA4175 *********************************************************************** AA4175 DESIGNATION - 32 020 X AA4175 PID - AA4175 AA4175 STATE/COUNTY- SC/LEXINGTON AA4175 USGS QUAD - BATESBURG (1982) AA4175 AA4175 *CURRENT SURVEY CONTROL AA4175 ___________________________________________________________________ AA4175* NAD 83(2001)- 33 57 55.05620(N) 081 31 45.16280(W) ADJUSTED AA4175* NAVD 88 - 165.449 (meters) 542.81 (feet) ADJUSTED AA4175 ___________________________________________________________________ AA4175 X - 780,057.682 (meters) COMP AA4175 Y - -5,237,753.832 (meters) COMP AA4175 Z - 3,543,329.838 (meters) COMP AA4175 LAPLACE CORR- -2.76 (seconds) DEFLEC99 AA4175 ELLIP HEIGHT- 135.13 (meters) (05/31/05) GPS OBS AA4175 GEOID HEIGHT- -30.32 (meters) GEOID03 AA4175 DYNAMIC HT - 165.280 (meters) 542.26 (feet) COMP AA4175 MODELED GRAV- 979,606.8 (mgal) NAVD 88 AA4175 AA4175 HORZ ORDER - FIRST AA4175 VERT ORDER - FIRST CLASS II AA4175 ELLP ORDER - FOURTH CLASS I AA4175 AA4175 AA4175.The horizontal coordinates were established by GPS observations AA4175.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. AA4175 AA4175.The orthometric height was determined by differential leveling AA4175.and adjusted by the National Geodetic Survey in September 1998. AA4175 AA4175.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4175 AA4175.The Laplace correction was computed from DEFLEC99 derived deflections. AA4175 AA4175.The ellipsoidal height was determined by GPS observations AA4175.and is referenced to NAD 83. AA4175 AA4175.The geoid height was determined by GEOID03. AA4175 AA4175.The dynamic height is computed by dividing the NAVD 88 AA4175.geopotential number by the normal gravity value computed on the AA4175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA4175.degrees latitude (g = 980.6199 gals.). AA4175 AA4175.The modeled gravity was interpolated from observed gravity values. AA4175 AA4175; North East Units Scale Factor Converg. AA4175;SPC SC - 236,551.232 560,698.654 MT 0.99980695 -0 17 36.2 AA4175;SPC SC - 776,086.72 1,839,562.51 iFT 0.99980695 -0 17 36.2 AA4175;UTM 17 - 3,758,433.939 451,108.299 MT 0.99962947 -0 17 44.4 AA4175 AA4175! - Elev Factor x Scale Factor = Combined Factor AA4175!SPC SC - 0.99997879 x 0.99980695 = 0.99978574 AA4175!UTM 17 - 0.99997879 x 0.99962947 = 0.99960826 AA4175 AA4175 SUPERSEDED SURVEY CONTROL AA4175 AA4175 NAVD 88 (05/31/05) 165.45 (m) 542.8 (f) LEVELING 3 AA4175 AA4175.Superseded values are not recommended for survey control. AA4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4175.See file dsdata.txt to determine how the superseded data were derived. AA4175 AA4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5110858434(NAD 83) AA4175_MARKER: DD = SURVEY DISK AA4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4175_STAMPING: 32 020 X 1993 AA4175_MARK LOGO: SCGS AA4175_PROJECTION: FLUSH AA4175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4175+STABILITY: SURFACE MOTION AA4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4175+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 AA4175 AA4175 HISTORY - Date Condition Report By AA4175 HISTORY - 1993 MONUMENTED SCGS AA4175 HISTORY - 20020605 GOOD SCGS AA4175 HISTORY - 20031104 GOOD SCGS AA4175 AA4175 STATION DESCRIPTION AA4175 AA4175'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) AA4175'STATION IS LOCATED 3.5 MILES (5.6 KM) NORTH NORTHWEST OF LEESVILLE. AA4175'OWNERSHIP--ERIN S. TAYLOR, ROUTE 2, BOX 79, BATESBURG-LEESVILLE, SC AA4175'29070, PHONE 803-532-6093. TO REACH THE STATION FROM THE JUNCTION OF AA4175'STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AVENUE) AND STATE AA4175'ROAD 118 (LOADSTAR ROAD), 2.0 MILES (3.2 KM) NORTHWEST OF LEESVILLE, AA4175'GO NORTH ON HIGHWAY 391 FOR 1.8 MILES (2.9 KM) TO THE STATION ON THE AA4175'RIGHT NEAR THE NORTHWEST CORNER (GARAGE) OF A BRICK HOUSE, 1.0 MILE AA4175'(1.6 KM) SOUTH SOUTHWEST OF OF THE JUNCTION OF STATE ROAD 46 (RIDGE AA4175'ROAD). STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0 FEET AA4175'(0.6 M) ABOVE THE HIGHWAY, 129.8 FEET (39.6 M) EAST SOUTHEAST OF THE AA4175'CENTER OF THE HIGHWAY, 17.1 FEET (5.2 M) WEST SOUTHWEST OF THE AA4175'NORTHWEST CORNER OF THE GARAGE, 30.6 FEET (9.3 M) NORTH OF THE AA4175'NORTHWEST CORNER OF THE FRONT PORCH, 71.6 FEET (21.8 M) WEST SOUTHWEST AA4175'OF A POWER POLE NUMBER 318174 WITH A SECURITY LIGHT AND A GUY WIRE, AA4175'99.4 FEET (30.3 M) EAST OF A TELEPHONE JUNCTION BOX SS/861, 115.2 FEET AA4175'(35.1 M) SOUTHEAST OF A POWER POLE NUMBER 318173 WITH A TRANSFORMER AA4175'AND A GUY WIRE. DESCRIBED BY C.E. GEOGHEGAN. AA4175 AA4175 STATION RECOVERY (2002) AA4175 AA4175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) AA4175'STATION IS LOCATED 3.5 MILES NORTH NORTHWEST OF LEESVILLE, 16.9 MILES AA4175'WEST OF LEXINGTON. OWNERSHIP--ERIN S. TAYLOR, 1560 SUMMERLAND AVENUE, AA4175'LEESVILLE, SC 29070, PHONE 803-532-6093. TO REACH THE STATION FROM AA4175'THE JUNCTION OF STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AA4175'AVENUE) AND STATE ROAD 118 (LOADSTAR ROAD), 2.4 MILES NORTH NORTHEAST AA4175'OF BATESBURG, GO NORTH ON HIGHWAY 391 FOR 1.8 MILES TO THE STATION ON AA4175'THE RIGHT NEAR THE NORTH CORNER OF A BRICK HOUSE NUMBER 1560. STATION AA4175'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE THE AA4175'HIGHWAY, 129.2 FEET EAST SOUTHEAST OF THE CENTER OF THE ROAD, 17.0 AA4175'FEET WEST SOUTHWEST OF THE NORTH CORNER OF THE HOUSE, 29.6 FEET NORTH AA4175'OF THE NORTH CORNER OF THE FRONT PORCH OF THE HOUSE, 40.3 FEET SOUTH AA4175'SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE, 131.0 FEET EAST AA4175'NORTHEAST OF A 0.7-FOOT SQUARE WOODEN SUPPORT POST FOR A TELEPHONE AA4175'JUNCTION BOX LMSH/5. RECOVERED BY R.P. MCKEOWN. AA4175 AA4175 STATION RECOVERY (2003) AA4175 AA4175'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) AA4175'STATION IS LOCATED 3.5 MILES NORTH NORTHWEST OF LEESVILLE, 16.9 MILES AA4175'WEST OF LEXINGTON. OWNERSHIP--ERIN S. TAYLOR, 1560 SUMMERLAND AVENUE, AA4175'LEESVILLE, SC 29070, PHONE 803-532-6093. TO REACH THE STATION FROM AA4175'THE JUNCTION OF STATE HIGHWAYS 245 (LEE STREET), 391 (SUMMERLAND AA4175'AVENUE) AND STATE ROAD 118 (LOADSTAR ROAD), 2.4 MILES NORTH NORTHEAST AA4175'OF BATESBURG, GO NORTH ON HIGHWAY 391 FOR 1.8 MILES TO THE STATION ON AA4175'THE RIGHT NEAR THE NORTH CORNER OF A BRICK HOUSE NUMBER 1560. STATION AA4175'IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET ABOVE THE AA4175'HIGHWAY, 129.5 FEET EAST SOUTHEAST OF THE CENTER OF THE HIGHWAY, 17.0 AA4175'FEET WEST SOUTHWEST OF THE NORTH CORNER OF THE HOUSE, 29.8 FEET NORTH AA4175'OF THE NORTH CORNER OF THE BRICK BASE FOR THE FRONT PORCH, 40.4 FEET AA4175'SOUTH SOUTHWEST OF THE CENTER OF THE ASPHALT DRIVEWAY, 131.0 FEET AA4175'EAST NORTHEAST OF A TELEPHONE JUNCTION BOX LMSH/5 WITH SUPPORT POST. AA4175'RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE1697 *********************************************************************** DE1697 DESIGNATION - BATELEE DE1697 PID - DE1697 DE1697 STATE/COUNTY- SC/LEXINGTON DE1697 USGS QUAD - BATESBURG (1982) DE1697 DE1697 *CURRENT SURVEY CONTROL DE1697 ___________________________________________________________________ DE1697* NAD 83(2001)- 33 55 14.48967(N) 081 32 07.38200(W) ADJUSTED DE1697* NAVD 88 - 198.015 (meters) 649.65 (feet) ADJUSTED DE1697 ___________________________________________________________________ DE1697 X - 779,904.062 (meters) COMP DE1697 Y - -5,240,596.907 (meters) COMP DE1697 Z - 3,539,243.661 (meters) COMP DE1697 LAPLACE CORR- -2.79 (seconds) DEFLEC99 DE1697 ELLIP HEIGHT- 167.66 (meters) (05/31/05) GPS OBS DE1697 GEOID HEIGHT- -30.35 (meters) GEOID03 DE1697 DYNAMIC HT - 197.811 (meters) 648.98 (feet) COMP DE1697 MODELED GRAV- 979,598.4 (mgal) NAVD 88 DE1697 DE1697 HORZ ORDER - FIRST DE1697 VERT ORDER - FIRST CLASS II DE1697 ELLP ORDER - FOURTH CLASS I DE1697 DE1697 DE1697.The horizontal coordinates were established by GPS observations DE1697.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DE1697 DE1697.The orthometric height was determined by differential leveling DE1697.and adjusted by the National Geodetic Survey in September 1998. DE1697 DE1697.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE1697 DE1697.The Laplace correction was computed from DEFLEC99 derived deflections. DE1697 DE1697.The ellipsoidal height was determined by GPS observations DE1697.and is referenced to NAD 83. DE1697 DE1697.The geoid height was determined by GEOID03. DE1697 DE1697.The dynamic height is computed by dividing the NAVD 88 DE1697.geopotential number by the normal gravity value computed on the DE1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1697.degrees latitude (g = 980.6199 gals.). DE1697 DE1697.The modeled gravity was interpolated from observed gravity values. DE1697 DE1697; North East Units Scale Factor Converg. DE1697;SPC SC - 231,607.906 560,102.717 MT 0.99980324 -0 17 48.5 DE1697;SPC SC - 759,868.46 1,837,607.34 iFT 0.99980324 -0 17 48.5 DE1697;UTM 17 - 3,753,491.502 450,512.284 MT 0.99963019 -0 17 55.6 DE1697 DE1697! - Elev Factor x Scale Factor = Combined Factor DE1697!SPC SC - 0.99997368 x 0.99980324 = 0.99977693 DE1697!UTM 17 - 0.99997368 x 0.99963019 = 0.99960388 DE1697 DE1697: Primary Azimuth Mark Grid Az DE1697:SPC SC - BATELEE AZ MK 038 14 56.7 DE1697:UTM 17 - BATELEE AZ MK 038 15 03.8 DE1697 DE1697|---------------------------------------------------------------------| DE1697| PID Reference Object Distance Geod. Az | DE1697| dddmmss.s | DE1697| DE1698 BATELEE AZ MK 464.818 METERS 0375708.2 | DE1697|---------------------------------------------------------------------| DE1697 DE1697 SUPERSEDED SURVEY CONTROL DE1697 DE1697 NAD 83(2001)- 33 55 14.48933(N) 081 32 07.38187(W) AD( ) 1 DE1697 ELLIP H (03/13/03) 167.68 (m) GP( ) 4 2 DE1697 NAD 83(1995)- 33 55 14.48907(N) 081 32 07.38183(W) AD( ) 1 DE1697 ELLIP H (12/20/99) 167.73 (m) GP( ) 4 1 DE1697 NAD 83(1986)- 33 55 14.50026(N) 081 32 07.37947(W) AD( ) 1 DE1697 NAVD 88 (04/30/98) 198.02 (m) 649.7 (f) LEVELING 3 DE1697 NGVD 29 (02/20/88) 198.6 (m) 652. (f) GPS OBS DE1697 DE1697.Superseded values are not recommended for survey control. DE1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1697.See file dsdata.txt to determine how the superseded data were derived. DE1697 DE1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5051253492(NAD 83) DE1697_MARKER: DH = HORIZONTAL CONTROL DISK DE1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1697_SP_SET: CONCRETE POST DE1697_STAMPING: BATELEE 1985 DE1697_MARK LOGO: NGS DE1697_PROJECTION: FLUSH DE1697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1697+STABILITY: SURFACE MOTION DE1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1697+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 DE1697 DE1697 HISTORY - Date Condition Report By DE1697 HISTORY - 1985 MONUMENTED SCGS DE1697 HISTORY - 1985 GOOD SCGS DE1697 HISTORY - 1988 GOOD LOCSUR DE1697 HISTORY - 19881114 GOOD NGS DE1697 HISTORY - 19901215 GOOD NGS DE1697 HISTORY - 19930630 GOOD SCGS DE1697 HISTORY - 19980116 GOOD SCGS DE1697 HISTORY - 20020529 GOOD SCGS DE1697 HISTORY - 20031104 GOOD SCGS DE1697 DE1697 STATION DESCRIPTION DE1697 DE1697'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1697'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) WEST-NORTHWEST OF DE1697'LEESVILLE, DE1697'2 KM (1.2 MI) NORTHEAST OF BATESBURG AT THE ENTRANCE ROAD TO DE1697'BATESBURG-LEESVILLE HIGH SCHOOL. DE1697'OWNERSHIP--LEXINGTON SCHOOL DISTRICT 3, 707 EAST COLUMBIA AVENUE, DE1697'BATESBURG, SC 29006. PHONE 803 532 4423. DE1697' DE1697'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE DE1697'HIGHWAY 391 IN BATESBURG, GO NORTH FOR 2.65 KM (1.65 MI) ON HIGHWAY DE1697'391 TO THE SCHOOL ENTRANCE ON THE RIGHT AND STATION ADJACENT TO THE DE1697'BRICK SCHOOL SIGN. DE1697' DE1697'THE STATION IS A STANDARD NGS DISK DE1697'STAMPED---BATELEE 1985---, DE1697'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1697'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED DE1697'23.6 METERS (77.4 FT) EAST-NORTHEAST FROM THE HIGHWAY CENTER, DE1697'5.9 METERS (19.4 FT) NORTH-NORTHWEST FROM THE NORTH CURB OF DE1697'ROAD, DE1697'14.1 METERS (46.3 FT) EAST FROM A UTILITY POLE 236210, DE1697'1.8 METERS (5.9 FT) SOUTHEAST FROM THE SOUTH CORNER OF THE BRICK DE1697'SIGN BATESBURG-LEESVILLE HIGH SCHOOL . DE1697'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1697'STAMPED---BATELEE 1985---, DE1697'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1697' DE1697'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK DE1697'STAMPED---BATELEE 1985---, DE1697'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1697'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1697'1.1 METERS (3.6 FT) SOUTHWEST FROM A METAL LIGHT POLE, IN A GRASS DE1697'STRIP ALONG THE ROAD, DE1697'0.9 METERS (3.0 FT) SOUTHEAST FROM THE CURB, DE1697'8.0 METERS (26.2 FT) NORTHEAST FROM THE EXTENDED CENTER OF DOUBLE DE1697'DOORS TO THE SCHOOL BUILDING. DE1697'TO REACH THE AZIMUTH FROM THE STATION, DE1697'TURN RIGHT AND GO NORTHEAST FOR 0.4 KM (0.2 MI) ON THE ENTRANCE DE1697'ROAD TO A FIRE HYDRANT ON THE LEFT. DE1697'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR DE1697'0.1 KM (0.05 MI) ON PAVED ROAD TO MARK ON THE RIGHT. DE1697'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1697'STAMPED---BATELEE 1985---, DE1697'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1697' DE1697'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. DE1697 DE1697 STATION RECOVERY (1985) DE1697 DE1697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1985 DE1697'RECOVERED IN GOOD CONDITION. DE1697 DE1697 STATION RECOVERY (1988) DE1697 DE1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (GBC) DE1697'NO TEXT. DE1697 DE1697 STATION RECOVERY (1988) DE1697 DE1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 DE1697'RECOVERED IN GOOD CONDITION. DE1697 DE1697 STATION RECOVERY (1990) DE1697 DE1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 DE1697'RECOVERED IN GOOD CONDITION. DE1697 DE1697 STATION RECOVERY (1993) DE1697 DE1697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE1697'STATION IS LOCATED IN BATESBURG-LEESVILLE. DE1697'OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL. TO REACH THE STATION FROM DE1697'THE JUNCTION OF STATE HIGHWAYS 23, 391 AND U.S. HIGHWAY 178 (CHURCH DE1697'AND LINE STREETS) IN BATEBURG-LEESVILLE, GO NORTH NORTHWEST ON HIGHWAY DE1697'391 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 17 (MITCHELL DE1697'AVENUE), CONTINUE ON HIGHWAY 391 FOR 0.1 MILE (0.2 KM) TO AN ENTRANCE DE1697'DRIVE RIGHT LEADING TO BATESBURG-LEESVILLE HIGH SCHOOL AND THE STATION DE1697'NEAR THE SOUTH CORNER OF A BRICK SIGN FOR THE SCHOOL IN THE NORTHEAST DE1697'ANGLE OF THE ENTRANCE DRIVE. STATION IS A CONCRETE POST FLUSH WITH THE DE1697'GROUND AND LEVEL WITH THE DRIVE, 77.7 FEET (23.7 M) EAST OF THE CENTER DE1697'OF THE HIGHWAY, 19.9 FEET (6.1 M) NORTH OF THE SOUTH EDGE OF THE CURB DE1697'OF THE DRIVE, 5.9 FEET (1.8 M) SOUTHEAST OF THE SOUTH CORNER OF THE DE1697'CONCRETE FOUNDATION FOR THE SCHOOL SIGN, 55.8 FEET (17.0 M) NORTHWEST DE1697'OF A SQUARE METAL STREET LIGHT POLE, 46.2 FEET (14.1 M) EAST OF A DE1697'POWER POLE NUMBER 236210 WITH THREE GUY WIRES, 36.7 FEET (11.2 M) DE1697'NORTHEAST OF A WITNESS POST AT A STOP SIGN POST. NOTE-STATION IS DE1697'INTERVISIBLE WITH AZIMUTH MARK BATELEE AZ MK. RECOVERED BY C.E. DE1697'GEOGHEGAN. DE1697 DE1697 STATION RECOVERY (1998) DE1697 DE1697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW) DE1697'RECOVERED AS DESCRIBED. DE1697 DE1697 STATION RECOVERY (2002) DE1697 DE1697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) DE1697'STATION IS LOCATED 1.2 MILES NORTHEAST OF BATESBURG, 17.7 MILES WEST DE1697'SOUTHWEST OF LEXINGTON. OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL, DE1697'600 SUMMERLAND AVENUE, BATESBURG-LEESVILLE, SC 29006, PRINCIPAL-PAT DE1697'PADGETT, PHONE 803-532-9251. TO REACH THE STATION FROM THE JUNCTION OF DE1697'STATE HIGHWAYS 23, 391 (CHURCH AND PINE STREETS) AND U.S. HIGHWAY 178 DE1697'IN BATESBURG, GO NORTH NORTHWEST ON HIGHWAY 391 FOR 1.3 MILES TO THE DE1697'JUNCTION OF STATE ROAD 17 (MITCHELL STREET), CONTINUE ON HIGHWAY 391 DE1697'FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR THE SOUTH CORNER OF A DE1697'BRICK SIGN FOR BATESBURG-LEESVILLE HIGH SCHOOL. STATION IS A CONCRETE DE1697'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 77.7 FEET EAST DE1697'OF THE CENTER OF THE HIGHWAY, 5.7 FEET SOUTHEAST OF THE SOUTH CORNER DE1697'OF THE CONCRETE BASE OF THE SIGN, 19.5 FEET NORTH NORTHWEST OF THE DE1697'SOUTH EDGE OF A CURB FOR AN ENTRANCE DRIVE TO THE SCHOOL, 49.3 FEET DE1697'EAST SOUTHEAST OF A POWER POLE WITH GUY WIRE, 55.4 FEET NORTHWEST OF DE1697'A SQUARE METAL LIGHT POLE. NOTE-STATION IS INTERVISIBLE WITH AZIMUTH DE1697'MARK BATELEE AZ MK. RECOVERED BY J.B. SMOAK. DE1697 DE1697 STATION RECOVERY (2003) DE1697 DE1697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DE1697'STATION IS LOCATED 1.2 MILES NORTHEAST OF BATESBURG, 17.7 MILES WEST DE1697'SOUTHWEST OF LEXINGTON. OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL, DE1697'600 SUMMERLAND AVENUE, BATESBURG-LEESVILLE, SC 29006, PRINCIPAL-PAT DE1697'PADGETT, PHONE 803-532-9251. TO REACH THE STATION FROM THE JUNCTION OF DE1697'STATE HIGHWAYS 23, 391 (CHURCH AND PINE STREETS) AND U.S. HIGHWAY 178 DE1697'IN BATESBURG, GO NORTH NORTHWEST ON HIGHWAY 391 FOR 1.3 MILES TO THE DE1697'JUNCTION OF STATE ROAD 17 (MITCHELL STREET), CONTINUE ON HIGHWAY 391 DE1697'FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR THE SOUTH CORNER OF A DE1697'BRICK SIGN FOR BATESBURG-LEESVILLE HIGH SCHOOL. STATION IS A CONCRETE DE1697'POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 77.7 FEET EAST DE1697'OF THE CENTER OF THE HIGHWAY, 5.7 FEET SOUTHEAST OF THE SOUTH CORNER DE1697'OF THE CONCRETE BASE OF THE SIGN, 19.5 FEET NORTH NORTHWEST OF THE DE1697'SOUTH EDGE OF A CURB FOR AN ENTRANCE DRIVE TO THE SCHOOL, 49.3 FEET DE1697'EAST SOUTHEAST OF A POWER POLE WITH GUY WIRE, 55.4 FEET NORTHWEST OF DE1697'A SQUARE METAL LIGHT POLE. NOTE-STATION IS INTERVISIBLE WITH AZIMUTH DE1697'MARK BATELEE AZ MK. RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE1698 *********************************************************************** DE1698 DESIGNATION - BATELEE AZ MK DE1698 PID - DE1698 DE1698 STATE/COUNTY- SC/LEXINGTON DE1698 USGS QUAD - BATESBURG (1982) DE1698 DE1698 *CURRENT SURVEY CONTROL DE1698 ___________________________________________________________________ DE1698* NAD 83(2001)- 33 55 26.38521(N) 081 31 56.25251(W) ADJUSTED DE1698* NAVD 88 - 195.784 (meters) 642.33 (feet) ADJUSTED DE1698 ___________________________________________________________________ DE1698 X - 780,156.437 (meters) COMP DE1698 Y - -5,240,350.670 (meters) COMP DE1698 Z - 3,539,546.559 (meters) COMP DE1698 LAPLACE CORR- -2.78 (seconds) DEFLEC99 DE1698 ELLIP HEIGHT- 165.43 (meters) (05/31/05) GPS OBS DE1698 GEOID HEIGHT- -30.35 (meters) GEOID03 DE1698 DYNAMIC HT - 195.582 (meters) 641.67 (feet) COMP DE1698 MODELED GRAV- 979,598.5 (mgal) NAVD 88 DE1698 DE1698 HORZ ORDER - FIRST DE1698 VERT ORDER - FIRST CLASS II DE1698 ELLP ORDER - FOURTH CLASS I DE1698 DE1698 DE1698.The horizontal coordinates were established by GPS observations DE1698.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DE1698 DE1698.The orthometric height was determined by differential leveling DE1698.and adjusted by the National Geodetic Survey in September 1998. DE1698 DE1698.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE1698 DE1698.The Laplace correction was computed from DEFLEC99 derived deflections. DE1698 DE1698.The ellipsoidal height was determined by GPS observations DE1698.and is referenced to NAD 83. DE1698 DE1698.The geoid height was determined by GEOID03. DE1698 DE1698.The dynamic height is computed by dividing the NAVD 88 DE1698.geopotential number by the normal gravity value computed on the DE1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1698.degrees latitude (g = 980.6199 gals.). DE1698 DE1698.The modeled gravity was interpolated from observed gravity values. DE1698 DE1698; North East Units Scale Factor Converg. DE1698;SPC SC - 231,972.871 560,390.419 MT 0.99980350 -0 17 42.4 DE1698;SPC SC - 761,065.85 1,838,551.24 iFT 0.99980350 -0 17 42.4 DE1698;UTM 17 - 3,753,856.394 450,799.949 MT 0.99962984 -0 17 49.5 DE1698 DE1698! - Elev Factor x Scale Factor = Combined Factor DE1698!SPC SC - 0.99997403 x 0.99980350 = 0.99977754 DE1698!UTM 17 - 0.99997403 x 0.99962984 = 0.99960388 DE1698 DE1698: Primary Azimuth Mark Grid Az DE1698:SPC SC - BATELEE 218 14 56.8 DE1698:UTM 17 - BATELEE 218 15 03.9 DE1698 DE1698|---------------------------------------------------------------------| DE1698| PID Reference Object Distance Geod. Az | DE1698| dddmmss.s | DE1698| DE1697 BATELEE 464.818 METERS 2175714.4 | DE1698|---------------------------------------------------------------------| DE1698 DE1698 SUPERSEDED SURVEY CONTROL DE1698 DE1698 NAD 83(2001)- 33 55 26.38496(N) 081 31 56.25262(W) AD( ) 2 DE1698 NAD 83(1986)- 33 55 26.39571(N) 081 31 56.24993(W) AD( ) 2 DE1698 NAVD 88 (05/31/05) 195.78 (m) 642.3 (f) LEVELING 3 DE1698 NGVD 29 (02/20/88) 196.4 (m) 644. (f) VERT ANG DE1698 DE1698.Superseded values are not recommended for survey control. DE1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1698.See file dsdata.txt to determine how the superseded data were derived. DE1698 DE1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5080053856(NAD 83) DE1698_MARKER: DZ = AZIMUTH MARK DISK DE1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT DE1698_STAMPING: BATELEE 1985 DE1698_MARK LOGO: NGS DE1698_PROJECTION: RECESSED 5 CENTIMETERS DE1698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1698+STABILITY: SURFACE MOTION DE1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1698+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 DE1698 DE1698 HISTORY - Date Condition Report By DE1698 HISTORY - 1985 MONUMENTED SCGS DE1698 HISTORY - 19930630 GOOD SCGS DE1698 HISTORY - 20020529 GOOD SCGS DE1698 HISTORY - 20031104 GOOD SCGS DE1698 DE1698 STATION DESCRIPTION DE1698 DE1698'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1698'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) WEST-NORTHWEST OF DE1698'LEESVILLE, DE1698'2.4 KM (1.5 MI) NORTHEAST OF BATESBURG, ALONG THE SOUTHEAST SIDE OF DE1698'THE BATESBURG-LEESVILLE HIGH SCHOOL COMPLEX. DE1698'OWNERSHIP--LEXINGTON SCHOOL DISTRICT 3, 707 EAST COLUMBIA AVENUE, DE1698'BATESBURG, SC 29006. PHONE 803 532 4423. DE1698' DE1698'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1 AND STATE DE1698'HIGHWAY 391 IN BATESBURG, GO NORTH FOR 2.65 KM (1.65 MI) ON HIGHWAY DE1698'391 TO THE SCHOOL ENTRANCE ROAD ON THE RIGHT. DE1698'TURN RIGHT AND GO NORTHEAST FOR 0.4 KM (0.2 MI) ON ENTRANCE ROAD TO DE1698'A FIRE HYDRANT ON THE LEFT. DE1698'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR DE1698'0.10 KM (0.05 MI) ON PAVED ROAD TO THE MARK ON THE RIGHT. DE1698' DE1698'THE STATION IS A STANDARD NGS DISK DE1698'STAMPED---BATELEE 1985---, DE1698'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1698'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1698'1.1 METERS (3.6 FT) SOUTHWEST FROM A METAL LIGHT POLE, DE1698'0.9 METERS (3.0 FT) SOUTHEAST FROM A CURB, DE1698'8.0 METERS (26.2 FT) NORTHEAST FROM THE EXTENDED CENTER OF DOUBLE DE1698'DOORS TO THE SCHOOL BUILDING. DE1698'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1698'STAMPED---BATELEE 1985---, DE1698'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1698' DE1698'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. DE1698 DE1698 STATION RECOVERY (1993) DE1698 DE1698'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW) DE1698'STATION IS LOCATED IN BATESBURG-LEESVILLE. DE1698'OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL. TO REACH THE STATION FROM DE1698'THE JUNCTION OF STATE HIGHWAYS 23, 391 AND U.S. HIGHWAY 178 (CHURCH DE1698'AND LINE STREETS) IN BATEBURG-LEESVILLE, GO NORTH NORTHWEST ON HIGHWAY DE1698'391 FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF STATE ROAD 17 (MITCHELL DE1698'AVENUE), CONTINUE ON HIGHWAY 391 FOR 0.1 MILE (0.2 KM) TO AN ENTRANCE DE1698'DRIVE RIGHT LEADING TO BATESBURG-LEESVILLE HIGH SCHOOL, TURN RIGHT ON DE1698'THE DRIVE FOR 0.3 MILE (0.5 KM) TO THE STATION ON THE RIGHT NEAR A DE1698'SQUARE METAL LIGHT POLE. STATION IS A CONCRETE POST RECESSED 0.1 FOOT DE1698'(3.0 CM) AND LEVEL WITH THE DRIVE, 2.9 FEET (0.9 M) SOUTHEAST OF THE DE1698'NORTHWEST EDGE OF THE CURB OF THE DRIVE/PARKING AREA, 3.0 FEET (0.9 M) DE1698'SOUTH SOUTHWEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE DE1698'LIGHT POLE, 163.9 FEET (50.0 M) SOUTH OF THE EAST CORNER OF A BRICK DE1698'SCHOOL BUILDING, 220.9 FEET (67.3 M) EAST NORTHEAST OF THE SOUTH DE1698'CORNER OF A BRICK SCHOOL BUILDING, 22.0 FEET (6.7 M) NORTHEAST OF THE DE1698'EXTENDED NORTHEAST EDGE OF A SIDEWALK LEADING TO THE BUILDING DE1698'ENTRANCE. NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION DE1698'BATELEE. RECOVERED BY C.E. GEOGHEGAN. DE1698 DE1698 STATION RECOVERY (2002) DE1698 DE1698'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) DE1698'STATION IS LOCATED 1.4 MILES NORTHEAST OF BATESBURG, 17.5 MILES WEST DE1698'SOUTHWEST OF LEXINGTON. OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL, DE1698'600 SUMMERLAND AVENUE, BATESBURG-LEESVILLE, SC 29006, PRINCIPAL-PAT DE1698'PADGETT, PHONE 803-532-9251. TO REACH THE STATION FROM THE JUNCTION OF DE1698'STATE HIGHWAYS 23, 391 (CHURCH AND PINE STREETS) AND U.S. HIGHWAY 178 DE1698'IN BATESBURG, GO NORTH NORTHWEST ON HIGHWAY 391 FOR 1.3 MILES TO THE DE1698'JUNCTION OF STATE ROAD 17 (MITCHELL STREET), CONTINUE ON HIGHWAY 391 DE1698'FOR 0.1 MILE TO THE ENTRANCE DRIVE LEADING TO THE BATESBURG-LEESVILLE DE1698'HIGH SCHOOL, TURN RIGHT ON THE DRIVE FOR 0.3 MILE TO THE STATION ON DE1698'THE RIGHT NEAR A SQUARE METAL LIGHT POLE. STATION IS A CONCRETE POST DE1698'RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE THE DRIVE, 2.7 FEET SOUTHEAST OF DE1698'THE NORTHWEST EDGE OF THE CURB OF THE DRIVE, 3.1 FEET SOUTHWEST OF DE1698'THE WEST CORNER OF THE CONCRETE BASE OF THE LIGHT POLE, 163.8 FEET DE1698'SOUTH OF THE EAST CORNER OF THE BRICK SCHOOL BUILDING, 220.8 FEET DE1698'EAST NORTHEAST OF THE SOUTH CORNER OF THE SCHOOL BUILDING. DE1698'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION BATELEE. DE1698'RECOVERED BY J.B. SMOAK. DE1698 DE1698 STATION RECOVERY (2003) DE1698 DE1698'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DE1698'STATION IS LOCATED 1.4 MILES NORTHEAST OF BATESBURG, 17.5 MILES WEST DE1698'SOUTHWEST OF LEXINGTON. OWNERSHIP--BATESBURG-LEESVILLE HIGH SCHOOL, DE1698'600 SUMMERLAND AVENUE, BATESBURG-LEESVILLE, SC 29006, PRINCIPAL-PAT DE1698'PADGETT, PHONE 803-532-9251. TO REACH THE STATION FROM THE JUNCTION OF DE1698'STATE HIGHWAYS 23, 391 (CHURCH AND PINE STREETS) AND U.S. HIGHWAY 178 DE1698'IN BATESBURG, GO NORTH NORTHWEST ON HIGHWAY 391 FOR 1.3 MILES TO THE DE1698'JUNCTION OF STATE ROAD 17 (MITCHELL STREET), CONTINUE ON HIGHWAY 391 DE1698'FOR 0.1 MILE TO THE ENTRANCE DRIVE LEADING TO THE BATESBURG-LEESVILLE DE1698'HIGH SCHOOL, TURN RIGHT ON THE DRIVE FOR 0.3 MILE TO THE STATION ON DE1698'THE RIGHT NEAR A SQUARE METAL LIGHT POLE. STATION IS A CONCRETE POST DE1698'RECESSED 0.2 FOOT AND 0.5 FOOT ABOVE THE DRIVE, 2.7 FEET SOUTHEAST OF DE1698'THE NORTHWEST EDGE OF THE CURB OF THE DRIVE, 3.1 FEET SOUTHWEST OF DE1698'THE WEST CORNER OF THE CONCRETE BASE OF THE LIGHT POLE, 163.8 FEET DE1698'SOUTH OF THE EAST CORNER OF THE BRICK SCHOOL BUILDING, 220.8 FEET DE1698'EAST NORTHEAST OF THE SOUTH CORNER OF THE SCHOOL BUILDING. DE1698'NOTE-STATION IS INTERVISIBLE WITH HORIZONTAL STATION BATELEE. DE1698'RECOVERED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4186 *********************************************************************** DH4186 HT_MOD - This is a Height Modernization Survey Station. DH4186 DESIGNATION - JW GEE DH4186 PID - DH4186 DH4186 STATE/COUNTY- SC/LEXINGTON DH4186 USGS QUAD - LAKE MURRAY EAST (1971) DH4186 DH4186 *CURRENT SURVEY CONTROL DH4186 ___________________________________________________________________ DH4186* NAD 83(1995)- 34 07 30.89268(N) 081 22 04.26839(W) ADJUSTED DH4186* NAVD 88 - 109.08 (meters) 357.9 (feet) GPS OBS DH4186 ___________________________________________________________________ DH4186 X - 793,307.498 (meters) COMP DH4186 Y - -5,225,669.106 (meters) COMP DH4186 Z - 3,557,999.954 (meters) COMP DH4186 LAPLACE CORR- -1.62 (seconds) DEFLEC99 DH4186 ELLIP HEIGHT- 78.64 (meters) (05/20/05) GPS OBS DH4186 GEOID HEIGHT- -30.44 (meters) GEOID03 DH4186 DH4186 HORZ ORDER - FIRST DH4186 ELLP ORDER - FOURTH CLASS II DH4186 DH4186 DH4186.The horizontal coordinates were established by GPS observations DH4186.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4186 DH4186.The orthometric height was determined by GPS observations and a DH4186.high-resolution geoid model using precise GPS observation and DH4186.processing techniques. DH4186 DH4186.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4186 DH4186.The Laplace correction was computed from DEFLEC99 derived deflections. DH4186 DH4186.The ellipsoidal height was determined by GPS observations DH4186.and is referenced to NAD 83. DH4186 DH4186.The geoid height was determined by GEOID03. DH4186 DH4186; North East Units Scale Factor Converg. DH4186;SPC SC - 254,225.807 575,672.002 MT 0.99982522 -0 12 14.2 DH4186;SPC SC - 834,074.17 1,888,687.67 iFT 0.99982522 -0 12 14.2 DH4186;UTM 17 - 3,776,104.453 466,079.486 MT 0.99961418 -0 12 22.9 DH4186 DH4186! - Elev Factor x Scale Factor = Combined Factor DH4186!SPC SC - 0.99998766 x 0.99982522 = 0.99981288 DH4186!UTM 17 - 0.99998766 x 0.99961418 = 0.99960184 DH4186 DH4186|---------------------------------------------------------------------| DH4186| PID Reference Object Distance Geod. Az | DH4186| dddmmss.s | DH4186| DH4185 SCOUT 3640 174.521 METERS 17535 | DH4186|---------------------------------------------------------------------| DH4186 DH4186 SUPERSEDED SURVEY CONTROL DH4186 DH4186.No superseded survey control is available for this station. DH4186 DH4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6607976104(NAD 83) DH4186_MARKER: DD = SURVEY DISK DH4186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4186_STAMPING: JW GEE 2004 DH4186_MARK LOGO: SCGS DH4186_PROJECTION: FLUSH DH4186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4186+STABILITY: SURFACE MOTION DH4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DH4186+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 DH4186 DH4186 HISTORY - Date Condition Report By DH4186 HISTORY - 20040527 MONUMENTED SCGS DH4186 DH4186 STATION DESCRIPTION DH4186 DH4186'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW) DH4186'STATION IS LOCATED 3.0 MILES SOUTH SOUTHWEST OF CHAPIN, 12.4 MILES DH4186'NORTHWEST OF LEXINGTON. OWNERSHIP--J.W. GEE, 114 GREENLEAF CIRCLE, DH4186'CHAPIN, SC 29036, PHONE 803-345-3640 OR 803-345-0159. TO REACH THE DH4186'STATION FROM THE JUNCTION OVERPASS OF INTERSTATE 26 (EXIT 91) AND DH4186'STATE ROAD 48 (COLUMBIA AVENUE), 1.75 MILES EAST NORTHEAST OF CHAPIN, DH4186'GO WEST SOUTHWEST ON ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. DH4186'HIGHWAY 76 (CHAPIN ROAD) AND STATE ROAD 51 (AMICKS FERRY ROAD) DH4186'AHEAD, CONTINUE ON ROAD 51 FOR 1.2 MILES TO THE FORK JUNCTION OF DH4186'STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR 1.65 MILES DH4186'TO THE JUNCTION OF STATE ROAD 877 (LAKE TIDE ROAD), TURN LEFT ON ROAD DH4186'877 FOR 1.05 MILES TO THE JUNCTION OF STATE ROAD 1860 (WALT RAUCH DH4186'ROAD), TURN LEFT ON ROAD 1860 FOR 0.1 MILE TO THE JUNCTION OF A PAVED DH4186'ROAD (GREENLEAF CIRCLE), TURN RIGHT ON THE PAVED ROAD FOR 0.05MILE TO DH4186'THE STATION ON THE RIGHT IN THE WEST ANGLE OT A BRICK RETAINING WALL DH4186'AND A CONCRETE SIDEWALK LEADING TO A DOCK BEHIND A BRICK AND DH4186'WOOD-SIDED HOUSE NUMBER 114. STATION IS A CONCRETE POST FLUSH WITH THE DH4186'GROUND AND LEVEL WITH THE SIDEWALK, 2.9 FEET SOUTHWEST OF THE DH4186'SOUTHWEST EDGE OF THE SIDEWALK, 6.0 FEET NORTHWEST OF THE NORTH DH4186'CORNER OF THE SOUTHWEST ONE OF TWO BRICK AND METAL LAMP POSTS, 10.0 DH4186'FEET SOUTHEAST OF A 2.0-FOOT PINE TREE WITH A SCGS REFERENCE WASHER DH4186'ATTACHED, 30.8 FEET WEST SOUTHWEST OF A POWER POLE NUMBER 201291 WITH DH4186'A SCGS REFERENCE WASHER ATTACHED, 85.1 FEET SOUTH OF THE SOUTH CORNER DH4186'OF THE SCREENED BACK PORCH OF A WOOD HOUSE NUMBER 116, 1.7 FEET NORTH DH4186'OF A 1.0-FOOT BRICK RETAINING WALL. NOTE-STATION IS INTERVISIBLE WITH DH4186'SURVEY STATION SCOUT 3640. DESCRIBED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3752 *********************************************************************** DF3752 HT_MOD - This is a Height Modernization Survey Station. DF3752 DESIGNATION - LEX 24 DF3752 PID - DF3752 DF3752 STATE/COUNTY- SC/LEXINGTON DF3752 USGS QUAD - LITTLE MOUNTAIN (1971) DF3752 DF3752 *CURRENT SURVEY CONTROL DF3752 ___________________________________________________________________ DF3752* NAD 83(2001)- 34 07 59.18977(N) 081 23 10.09357(W) ADJUSTED DF3752* NAVD 88 - 131.71 (meters) 432.1 (feet) GPS OBS DF3752 ___________________________________________________________________ DF3752 X - 791,569.331 (meters) COMP DF3752 Y - -5,225,456.867 (meters) COMP DF3752 Z - 3,558,734.411 (meters) COMP DF3752 LAPLACE CORR- -1.58 (seconds) DEFLEC99 DF3752 ELLIP HEIGHT- 101.29 (meters) (03/13/03) GPS OBS DF3752 GEOID HEIGHT- -30.42 (meters) GEOID03 DF3752 DF3752 HORZ ORDER - FIRST DF3752 ELLP ORDER - FOURTH CLASS II DF3752 DF3752 DF3752.The horizontal coordinates were established by GPS observations DF3752.and adjusted by the National Geodetic Survey in March 2003. DF3752 DF3752.The orthometric height was determined by GPS observations and a DF3752.high-resolution geoid model using precise GPS observation and DF3752.processing techniques. DF3752 DF3752.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3752 DF3752.The Laplace correction was computed from DEFLEC99 derived deflections. DF3752 DF3752.The ellipsoidal height was determined by GPS observations DF3752.and is referenced to NAD 83. DF3752 DF3752.The geoid height was determined by GEOID03. DF3752 DF3752; North East Units Scale Factor Converg. DF3752;SPC SC - 255,103.703 573,988.814 MT 0.99982632 -0 12 50.7 DF3752;SPC SC - 836,954.41 1,883,165.40 iFT 0.99982632 -0 12 50.7 DF3752;UTM 17 - 3,776,982.237 464,396.691 MT 0.99961563 -0 13 00.0 DF3752 DF3752! - Elev Factor x Scale Factor = Combined Factor DF3752!SPC SC - 0.99998410 x 0.99982632 = 0.99981042 DF3752!UTM 17 - 0.99998410 x 0.99961563 = 0.99959974 DF3752 DF3752: Primary Azimuth Mark Grid Az DF3752:SPC SC - LEX 26 059 25 37.1 DF3752:UTM 17 - LEX 26 059 25 46.4 DF3752 DF3752|---------------------------------------------------------------------| DF3752| PID Reference Object Distance Geod. Az | DF3752| dddmmss.s | DF3752| DF3754 LEX 26 424.018 METERS 0591246.4 | DF3752| DH4184 LEX 363 443.766 METERS 1741311.5 | DF3752|---------------------------------------------------------------------| DF3752 DF3752 SUPERSEDED SURVEY CONTROL DF3752 DF3752 NAD 83(1995)- 34 07 59.19023(N) 081 23 10.09355(W) AD( ) 1 DF3752 NAD 83(1986)- 34 07 59.20461(N) 081 23 10.09404(W) AD( ) 1 DF3752 ELLIP H (02/11/03) 101.31 (m) GP( ) 4 2 DF3752 DF3752.Superseded values are not recommended for survey control. DF3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3752.See file dsdata.txt to determine how the superseded data were derived. DF3752 DF3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6439776982(NAD 83) DF3752_MARKER: DD = SURVEY DISK DF3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3752_STAMPING: LEX 24 2002 DF3752_MARK LOGO: SC-063 DF3752_PROJECTION: FLUSH DF3752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3752+STABILITY: SURFACE MOTION DF3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3752+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3752 DF3752 HISTORY - Date Condition Report By DF3752 HISTORY - 20020520 MONUMENTED SC-063 DF3752 HISTORY - 20050111 GOOD SCGS DF3752 DF3752 STATION DESCRIPTION DF3752 DF3752'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3752'STATION IS LOCATED 3.0 MILES SOUTHWEST OF CHAPIN, 13.5 MILES NORTHWEST DF3752'OF LEXINGTON. DF3752'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DF3752'SC 29202, PHONE DF3752'803-737-1350. DF3752'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3752'(COLUMBIA AVENUE) DF3752'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3752'WEST SOUTHWEST ON DF3752'ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) DF3752'AND STATE ROAD 51 DF3752'(AMICKS FERRY ROAD) AHEAD, CONTINUE AHEAD ON ROAD 51 FOR 1.2 MILES TO DF3752'THE FORK DF3752'JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR DF3752'2.0 MILES TO THE DF3752'STATION ON THE RIGHT NEAR A POWER POLE IN THE NORTH ANGLE OF A DIRT DF3752'ROAD (PAUL FULMER DF3752'ROAD). DF3752'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW DF3752'THE ROAD, 25.1 DF3752'FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 84.0 FEET EAST OF THE DF3752'CENTER OF DF3752'THE DIRT ROAD, 6.3 FEET SOUTH OF A POWER POLE WITH FOUR GUY WIRES, DF3752'112.5 FEET SOUTH DF3752'OF A POWER POLE NUMBER 915107 WITH A TRANSFORMER AND GUY WIRE, 129.6 DF3752'FEET NORTHEAST DF3752'OF A TELEPHONE JUNCTION BOX NUMBER 31. DF3752'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATIONS LEX 25 AND LEX 26. DF3752'DESCRIBED BY R.P. MCKEOWN. DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752' DF3752 DF3752 STATION RECOVERY (2005) DF3752 DF3752'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3752'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3754 *********************************************************************** DF3754 HT_MOD - This is a Height Modernization Survey Station. DF3754 DESIGNATION - LEX 26 DF3754 PID - DF3754 DF3754 STATE/COUNTY- SC/LEXINGTON DF3754 USGS QUAD - LITTLE MOUNTAIN (1971) DF3754 DF3754 *CURRENT SURVEY CONTROL DF3754 ___________________________________________________________________ DF3754* NAD 83(2001)- 34 08 06.23324(N) 081 22 55.87665(W) ADJUSTED DF3754* NAVD 88 - 129.10 (meters) 423.6 (feet) GPS OBS DF3754 ___________________________________________________________________ DF3754 X - 791,910.925 (meters) COMP DF3754 Y - -5,225,279.752 (meters) COMP DF3754 Z - 3,558,912.587 (meters) COMP DF3754 LAPLACE CORR- -1.57 (seconds) DEFLEC99 DF3754 ELLIP HEIGHT- 98.68 (meters) (03/13/03) GPS OBS DF3754 GEOID HEIGHT- -30.43 (meters) GEOID03 DF3754 DF3754 HORZ ORDER - FIRST DF3754 ELLP ORDER - FOURTH CLASS II DF3754 DF3754 DF3754.The horizontal coordinates were established by GPS observations DF3754.and adjusted by the National Geodetic Survey in March 2003. DF3754 DF3754.The orthometric height was determined by GPS observations and a DF3754.high-resolution geoid model using precise GPS observation and DF3754.processing techniques. DF3754 DF3754.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3754 DF3754.The Laplace correction was computed from DEFLEC99 derived deflections. DF3754 DF3754.The ellipsoidal height was determined by GPS observations DF3754.and is referenced to NAD 83. DF3754 DF3754.The geoid height was determined by GEOID03. DF3754 DF3754; North East Units Scale Factor Converg. DF3754;SPC SC - 255,319.337 574,353.822 MT 0.99982659 -0 12 42.8 DF3754;SPC SC - 837,661.87 1,884,362.93 iFT 0.99982659 -0 12 42.8 DF3754;UTM 17 - 3,777,197.809 464,761.632 MT 0.99961531 -0 12 52.1 DF3754 DF3754! - Elev Factor x Scale Factor = Combined Factor DF3754!SPC SC - 0.99998451 x 0.99982659 = 0.99981110 DF3754!UTM 17 - 0.99998451 x 0.99961531 = 0.99959983 DF3754 DF3754: Primary Azimuth Mark Grid Az DF3754:SPC SC - LEX 28 121 46 51.1 DF3754:UTM 17 - LEX 28 121 47 00.4 DF3754 DF3754|---------------------------------------------------------------------| DF3754| PID Reference Object Distance Geod. Az | DF3754| dddmmss.s | DF3754| DF3756 LEX 28 APPROX. 1.6 KM 1213408.3 | DF3754| DF3752 LEX 24 424.018 METERS 2391254.3 | DF3754|---------------------------------------------------------------------| DF3754 DF3754 SUPERSEDED SURVEY CONTROL DF3754 DF3754 NAD 83(1995)- 34 08 06.23366(N) 081 22 55.87659(W) AD( ) 1 DF3754 NAD 83(1986)- 34 08 06.24807(N) 081 22 55.87710(W) AD( ) 1 DF3754 ELLIP H (02/11/03) 98.70 (m) GP( ) 4 2 DF3754 DF3754.Superseded values are not recommended for survey control. DF3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3754.See file dsdata.txt to determine how the superseded data were derived. DF3754 DF3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6476277198(NAD 83) DF3754_MARKER: DD = SURVEY DISK DF3754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3754_STAMPING: LEX 26 2002 DF3754_MARK LOGO: SC-063 DF3754_PROJECTION: FLUSH DF3754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3754+STABILITY: SURFACE MOTION DF3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3754+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3754 DF3754 HISTORY - Date Condition Report By DF3754 HISTORY - 20020625 MONUMENTED SC-063 DF3754 HISTORY - 20050111 GOOD SCGS DF3754 DF3754 STATION DESCRIPTION DF3754 DF3754'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3754'STATION IS LOCATED 2.8 MILES SOUTHWEST OF CHAPIN, 13.5 MILES DF3754'NORTHWEST OF LEXINGTON. DF3754'OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, DF3754'SC 29202, PHONE DF3754'803-737-1350. DF3754'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3754'(COLUMBIA AVENUE) DF3754'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3754'WEST SOUTHWEST ON DF3754'ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) DF3754'AND STATE ROAD 51 DF3754'(AMICKS FERRY ROAD) AHEAD, CONTINUE AHEAD ON ROAD 51 FOR 1.2 MILES TO DF3754'THE FORK DF3754'JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR DF3754'1.7 MILES TO THE DF3754'STATION ON THE RIGHT NEAR A POWER POLE. DF3754'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET BELOW DF3754'THE ROAD, 29.2 DF3754'FEET NORTH NORTHWEST OF THE CENTER OF THE ROAD, 250.5 FEET SOUTH OF A DF3754'POWER POLE DF3754'WITH A SCGS REFERENCE WASHER ATTACHED, 5.3 FEET EAST NORTHEAST OF THE DF3754'POWER DF3754'POLE WITH GUY WIRE, 216.4 FEET WEST SOUTHWEST OF THE EXTENDED CENTER DF3754'OF STATE DF3754'ROAD 877 (LAKE TIDE DRIVE), 5.3 FEET EAST NORTHEAST OF A WITNESS POST. DF3754'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION LEX 24. DF3754'DESCRIBED BY R.P. MCKEOWN. DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754' DF3754 DF3754 STATION RECOVERY (2005) DF3754 DF3754'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3754'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3755 *********************************************************************** DF3755 HT_MOD - This is a Height Modernization Survey Station. DF3755 DESIGNATION - LEX 27 DF3755 PID - DF3755 DF3755 STATE/COUNTY- SC/LEXINGTON DF3755 USGS QUAD - LAKE MURRAY WEST (1971) DF3755 DF3755 *CURRENT SURVEY CONTROL DF3755 ___________________________________________________________________ DF3755* NAD 83(2001)- 34 06 53.10401(N) 081 23 26.07800(W) ADJUSTED DF3755* NAVD 88 - 123.07 (meters) 403.8 (feet) GPS OBS DF3755 ___________________________________________________________________ DF3755 X - 791,334.317 (meters) COMP DF3755 Y - -5,226,640.579 (meters) COMP DF3755 Z - 3,557,043.868 (meters) COMP DF3755 LAPLACE CORR- -1.69 (seconds) DEFLEC99 DF3755 ELLIP HEIGHT- 92.65 (meters) (03/13/03) GPS OBS DF3755 GEOID HEIGHT- -30.43 (meters) GEOID03 DF3755 DF3755 HORZ ORDER - FIRST DF3755 ELLP ORDER - FOURTH CLASS II DF3755 DF3755 DF3755.The horizontal coordinates were established by GPS observations DF3755.and adjusted by the National Geodetic Survey in March 2003. DF3755 DF3755.The orthometric height was determined by GPS observations and a DF3755.high-resolution geoid model using precise GPS observation and DF3755.processing techniques. DF3755 DF3755.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3755 DF3755.The Laplace correction was computed from DEFLEC99 derived deflections. DF3755 DF3755.The ellipsoidal height was determined by GPS observations DF3755.and is referenced to NAD 83. DF3755 DF3755.The geoid height was determined by GEOID03. DF3755 DF3755; North East Units Scale Factor Converg. DF3755;SPC SC - 253,069.352 573,571.635 MT 0.99982378 -0 12 59.5 DF3755;SPC SC - 830,280.03 1,881,796.70 iFT 0.99982378 -0 12 59.5 DF3755;UTM 17 - 3,774,948.331 463,979.509 MT 0.99961599 -0 13 08.6 DF3755 DF3755! - Elev Factor x Scale Factor = Combined Factor DF3755!SPC SC - 0.99998546 x 0.99982378 = 0.99980924 DF3755!UTM 17 - 0.99998546 x 0.99961599 = 0.99960145 DF3755 DF3755: Primary Azimuth Mark Grid Az DF3755:SPC SC - LEX 35 144 05 19.9 DF3755:UTM 17 - LEX 35 144 05 29.0 DF3755 DF3755|---------------------------------------------------------------------| DF3755| PID Reference Object Distance Geod. Az | DF3755| dddmmss.s | DF3755| DF3763 LEX 35 456.101 METERS 1435220.4 | DF3755|---------------------------------------------------------------------| DF3755 DF3755 SUPERSEDED SURVEY CONTROL DF3755 DF3755 NAD 83(1995)- 34 06 53.10453(N) 081 23 26.07805(W) AD( ) 1 DF3755 NAD 83(1986)- 34 06 53.11885(N) 081 23 26.07847(W) AD( ) 1 DF3755 ELLIP H (02/11/03) 92.68 (m) GP( ) 4 2 DF3755 DF3755.Superseded values are not recommended for survey control. DF3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3755.See file dsdata.txt to determine how the superseded data were derived. DF3755 DF3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6398074948(NAD 83) DF3755_MARKER: DD = SURVEY DISK DF3755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3755_STAMPING: LEX 27 2002 DF3755_MARK LOGO: SC-063 DF3755_PROJECTION: FLUSH DF3755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3755+STABILITY: SURFACE MOTION DF3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3755+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3755 DF3755 HISTORY - Date Condition Report By DF3755 HISTORY - 20020520 MONUMENTED SC-063 DF3755 HISTORY - 20050111 GOOD SCGS DF3755 DF3755 STATION DESCRIPTION DF3755 DF3755'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3755'STATION IS LOCATED 4.2 MILES SOUTHWEST OF CHAPIN, 12.7 MILES NORTHWEST DF3755'OF DF3755'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DF3755'191, COLUMBIA, SC DF3755'29202, PHONE 803-737-1350. DF3755'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3755'(COLUMBIA AVENUE) DF3755'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3755'WEST SOUTHWEST ON DF3755'ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) DF3755'AND STATE ROAD 51 DF3755'(AMICKS FERRY ROAD) AHEAD, CONTINUE AHEAD ON ROAD 51 FOR 1.2 MILES TO DF3755'THE FORK DF3755'JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR DF3755'3.05 MILES TO THE DF3755'JUNCTION OF STATE ROAD 949 (CRYSTAL LAKE DRIVE), TURN RIGHT ON ROAD DF3755'949 FOR 0.5 MILE TO DF3755'THE JUNCTION OF STATE ROAD 1402 (CRYSTAL LAKE CIRCLE), TURN LEFT ON DF3755'ROAD 1402 FOR 0.05 MILE DF3755'TO THE STATION ON THE LEFT NEAR A POWER POLE. DF3755'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DF3755'ROAD, 20.7 FEET DF3755'EAST OF THE CENTER OF THE ROAD, 4.2 FEET SOUTH OF THE POWER POLE DF3755'NUMBER 11102 WITH DF3755'THREE GUY WIRES, 134.4 FEET EAST OF A POWER POLE NUMBER 111003 WITH DF3755'TRANSFORMER AND DF3755'TWO GUY WIRES, 148.1 FEET SOUTH OF THE CENTER OF ROAD 949, 115.8 FEET DF3755'NORTHEAST OF THE DF3755'NORTHEAST CORNER OF ASBESTOS-SIDED HOUSE. DF3755'DESCRIBED BY R.P. MCKEOWN. DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755' DF3755 DF3755 STATION RECOVERY (2005) DF3755 DF3755'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3755'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3756 *********************************************************************** DF3756 HT_MOD - This is a Height Modernization Survey Station. DF3756 DESIGNATION - LEX 28 DF3756 PID - DF3756 DF3756 STATE/COUNTY- SC/LEXINGTON DF3756 USGS QUAD - CHAPIN (1971) DF3756 DF3756 *CURRENT SURVEY CONTROL DF3756 ___________________________________________________________________ DF3756* NAD 83(2001)- 34 07 39.51535(N) 081 22 03.59628(W) ADJUSTED DF3756* NAVD 88 - 108.99 (meters) 357.6 (feet) GPS OBS DF3756 ___________________________________________________________________ DF3756 X - 793,302.142 (meters) COMP DF3756 Y - -5,225,519.079 (meters) COMP DF3756 Z - 3,558,219.841 (meters) COMP DF3756 LAPLACE CORR- -1.60 (seconds) DEFLEC99 DF3756 ELLIP HEIGHT- 78.55 (meters) (03/13/03) GPS OBS DF3756 GEOID HEIGHT- -30.44 (meters) GEOID03 DF3756 DF3756 HORZ ORDER - FIRST DF3756 ELLP ORDER - FOURTH CLASS II DF3756 DF3756 DF3756.The horizontal coordinates were established by GPS observations DF3756.and adjusted by the National Geodetic Survey in March 2003. DF3756 DF3756.The orthometric height was determined by GPS observations and a DF3756.high-resolution geoid model using precise GPS observation and DF3756.processing techniques. DF3756 DF3756.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3756 DF3756.The Laplace correction was computed from DEFLEC99 derived deflections. DF3756 DF3756.The ellipsoidal height was determined by GPS observations DF3756.and is referenced to NAD 83. DF3756 DF3756.The geoid height was determined by GEOID03. DF3756 DF3756; North East Units Scale Factor Converg. DF3756;SPC SC - 254,491.383 575,690.167 MT 0.99982555 -0 12 13.8 DF3756;SPC SC - 834,945.48 1,888,747.27 iFT 0.99982555 -0 12 13.8 DF3756;UTM 17 - 3,776,369.972 466,097.658 MT 0.99961417 -0 12 22.6 DF3756 DF3756! - Elev Factor x Scale Factor = Combined Factor DF3756!SPC SC - 0.99998767 x 0.99982555 = 0.99981322 DF3756!UTM 17 - 0.99998767 x 0.99961417 = 0.99960184 DF3756 DF3756: Primary Azimuth Mark Grid Az DF3756:SPC SC - SCOUT 3640 180 41 30.5 DF3756:UTM 17 - SCOUT 3640 180 41 39.3 DF3756 DF3756|---------------------------------------------------------------------| DF3756| PID Reference Object Distance Geod. Az | DF3756| dddmmss.s | DF3756| DH4185 SCOUT 3640 440.160 METERS 1802916.7 | DF3756| DH4186 JW GEE 266.699 METERS 18342 | DF3756|---------------------------------------------------------------------| DF3756 DF3756 SUPERSEDED SURVEY CONTROL DF3756 DF3756 NAD 83(1995)- 34 07 39.51580(N) 081 22 03.59619(W) AD( ) 1 DF3756 NAD 83(1986)- 34 07 39.53022(N) 081 22 03.59676(W) AD( ) 1 DF3756 ELLIP H (02/11/03) 78.57 (m) GP( ) 4 2 DF3756 DF3756.Superseded values are not recommended for survey control. DF3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3756.See file dsdata.txt to determine how the superseded data were derived. DF3756 DF3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6609876370(NAD 83) DF3756_MARKER: DD = SURVEY DISK DF3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3756_STAMPING: LEX 28 2002 DF3756_MARK LOGO: SC-063 DF3756_PROJECTION: FLUSH DF3756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3756+STABILITY: SURFACE MOTION DF3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3756+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3756 DF3756 HISTORY - Date Condition Report By DF3756 HISTORY - 20020625 MONUMENTED SC-063 DF3756 HISTORY - 20050111 GOOD SCGS DF3756 DF3756 STATION DESCRIPTION DF3756 DF3756'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3756'STATION IS LOCATED 2.8 MILES SOUTH SOUTHWEST OF CHAPIN, 12.6 MILES DF3756'NORTHWEST OF DF3756'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DF3756'191, COLUMBIA, SC DF3756'29202, PHONE 803-737-1350. DF3756'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3756'(COLUMBIA AVENUE) DF3756'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3756'WEST SOUTHWEST ON DF3756'ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) DF3756'AND STATE ROAD 51 DF3756'(AMICKS FERRY ROAD) AHEAD, CONTINUE AHEAD ON ROAD 51 FOR 1.2 MILES TO DF3756'THE FORK DF3756'JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR DF3756'1.65 MILES TO DF3756'THE JUNCTION OF STATE ROAD 877 (LAKE TIDE DRIVE), TURN LEFT ON ROAD DF3756'877 FOR 1.05 MILES DF3756'TO THE JUNCTION OF STATE ROAD 1860 (WALT RAUCH ROAD), TURN LEFT ON DF3756'ROAD 1860 FOR 0.25 DF3756'MILE TO THE STATION ON THE RIGHT ON THE CAUSEWAY. DF3756'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 FOOT BELOW DF3756'THE ROAD, 11.4 DF3756'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 146.2 FEET SOUTHWEST OF A DF3756'1.5-FOOT PINE DF3756'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 121.0 FEET NORTHEAST OF A DF3756'METAL SIGN DF3756'POST (W 22-2-A). DF3756'DESCRIBED BY R.P. MCKEOWN. DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756' DF3756 DF3756 STATION RECOVERY (2005) DF3756 DF3756'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3756'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3757 *********************************************************************** DF3757 HT_MOD - This is a Height Modernization Survey Station. DF3757 DESIGNATION - LEX 29 DF3757 PID - DF3757 DF3757 STATE/COUNTY- SC/LEXINGTON DF3757 USGS QUAD - LAKE MURRAY EAST (1971) DF3757 DF3757 *CURRENT SURVEY CONTROL DF3757 ___________________________________________________________________ DF3757* NAD 83(2001)- 34 06 48.75896(N) 081 22 16.11320(W) ADJUSTED DF3757* NAVD 88 - 115.48 (meters) 378.9 (feet) GPS OBS DF3757 ___________________________________________________________________ DF3757 X - 793,117.463 (meters) COMP DF3757 Y - -5,226,439.867 (meters) COMP DF3757 Z - 3,556,928.755 (meters) COMP DF3757 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF3757 ELLIP HEIGHT- 85.04 (meters) (03/13/03) GPS OBS DF3757 GEOID HEIGHT- -30.45 (meters) GEOID03 DF3757 DF3757 HORZ ORDER - FIRST DF3757 ELLP ORDER - FOURTH CLASS II DF3757 DF3757 DF3757.The horizontal coordinates were established by GPS observations DF3757.and adjusted by the National Geodetic Survey in March 2003. DF3757 DF3757.The orthometric height was determined by GPS observations and a DF3757.high-resolution geoid model using precise GPS observation and DF3757.processing techniques. DF3757 DF3757.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3757 DF3757.The Laplace correction was computed from DEFLEC99 derived deflections. DF3757 DF3757.The ellipsoidal height was determined by GPS observations DF3757.and is referenced to NAD 83. DF3757 DF3757.The geoid height was determined by GEOID03. DF3757 DF3757; North East Units Scale Factor Converg. DF3757;SPC SC - 252,928.889 575,363.876 MT 0.99982362 -0 12 20.7 DF3757;SPC SC - 829,819.19 1,887,676.76 iFT 0.99982362 -0 12 20.7 DF3757;UTM 17 - 3,774,807.820 465,771.370 MT 0.99961444 -0 12 29.3 DF3757 DF3757! - Elev Factor x Scale Factor = Combined Factor DF3757!SPC SC - 0.99998665 x 0.99982362 = 0.99981027 DF3757!UTM 17 - 0.99998665 x 0.99961444 = 0.99960110 DF3757 DF3757: Primary Azimuth Mark Grid Az DF3757:SPC SC - LEX 28 011 47 43.3 DF3757:UTM 17 - LEX 28 011 47 51.9 DF3757 DF3757|---------------------------------------------------------------------| DF3757| PID Reference Object Distance Geod. Az | DF3757| dddmmss.s | DF3757| DF3756 LEX 28 APPROX. 1.6 KM 0113522.6 | DF3757|---------------------------------------------------------------------| DF3757 DF3757 SUPERSEDED SURVEY CONTROL DF3757 DF3757 NAD 83(1995)- 34 06 48.75941(N) 081 22 16.11304(W) AD( ) 1 DF3757 NAD 83(1986)- 34 06 48.77387(N) 081 22 16.11366(W) AD( ) 1 DF3757 ELLIP H (02/11/03) 85.06 (m) GP( ) 4 2 DF3757 DF3757.Superseded values are not recommended for survey control. DF3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3757.See file dsdata.txt to determine how the superseded data were derived. DF3757 DF3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6577174808(NAD 83) DF3757_MARKER: DD = SURVEY DISK DF3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3757_STAMPING: LEX 29 2002 DF3757_MARK LOGO: SC-063 DF3757_PROJECTION: FLUSH DF3757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3757+STABILITY: SURFACE MOTION DF3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3757+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3757 DF3757 HISTORY - Date Condition Report By DF3757 HISTORY - 20020626 MONUMENTED SC-063 DF3757 HISTORY - 20050111 GOOD SCGS DF3757 DF3757 STATION DESCRIPTION DF3757 DF3757'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3757'STATION IS LOCATED 3.7 MILES SOUTH SOUTHWEST OF CHAPIN, 11.9 MILES DF3757'NORTHWEST OF DF3757'LEXINGTON. OWNERSHIP--LEXINGTON COUNTY PUBLIC WORKS, 440 BALL PARK DF3757'ROAD, DF3757'LEXINGTON, SC 29071, PHONE 803-359-8201. DF3757'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3757'(COLUMBIA AVENUE) DF3757'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3757'WEST SOUTHWEST ON DF3757'ROAD 48 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) DF3757'AND STATE ROAD 51 DF3757'(AMICKS FERRY ROAD) AHEAD, CONTINUE AHEAD ON ROAD 51 FOR 1.2 MILES TO DF3757'THE FORK DF3757'JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD 51 FOR DF3757'3.35 MILES TO DF3757'THE JUNCTION OF STATE ROAD 1640 (SHADY ACRES DRIVE), TURN LEFT ON ROAD DF3757'1640 FOR 0.3 DF3757'MILE TO THE JUNCTION OF A PAVED ROAD (HUNTER DRIVE), TURN RIGHT ON THE DF3757'PAVED ROAD DF3757'FOR 0.25 MILE TO THE JUNCTION OF A PAVED ROAD (FLICKER STREET), TURN DF3757'LEFT ON FLICKER DF3757'STREET FOR 0.05 MILE TO A FORK JUNCTION OF A GRAVEL ROAD, BEAR LEFT ON DF3757'FLICKER STREET DF3757'FOR 0.05 MILE TO THE STATION ON THE RIGHT NEAR A CONCRETE DRAINAGE DF3757'CULVERT IN AN DF3757'OPEN FIELD. DF3757'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT ABOVE DF3757'THE DF3757'ROAD, 114.5 FEET EAST NORTHEAST OF THE CENTER OF THE ROAD, 5.2 FEET DF3757'SOUTH DF3757'SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CONCRETE CULVERT, DF3757'83.1 DF3757'FEET EAST OF THE SOUTH CORNER OF A BRICK HOUSE (100 RUM GULLY LANE), DF3757'90.6 FEET DF3757'NORTHEAST OF A TELEPHONE JUNCTION BOX 100, 86.2 FEET SOUTH SOUTHWEST DF3757'OF THE DF3757'SOUTHWEST CORNER OF A WOOD-SIDED HOUSE (108 RUM GULLY LANE). DF3757'DESCRIBED BY R.P. MCKEOWN. DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757' DF3757 DF3757 STATION RECOVERY (2005) DF3757 DF3757'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3757'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4184 *********************************************************************** DH4184 HT_MOD - This is a Height Modernization Survey Station. DH4184 DESIGNATION - LEX 363 DH4184 PID - DH4184 DH4184 STATE/COUNTY- SC/LEXINGTON DH4184 USGS QUAD - LITTLE MOUNTAIN (1971) DH4184 DH4184 *CURRENT SURVEY CONTROL DH4184 ___________________________________________________________________ DH4184* NAD 83(1995)- 34 07 44.87567(N) 081 23 08.34985(W) ADJUSTED DH4184* NAVD 88 - 127.18 (meters) 417.3 (feet) GPS OBS DH4184 ___________________________________________________________________ DH4184 X - 791,650.012 (meters) COMP DH4184 Y - -5,225,691.149 (meters) COMP DH4184 Z - 3,558,366.780 (meters) COMP DH4184 LAPLACE CORR- -1.60 (seconds) DEFLEC99 DH4184 ELLIP HEIGHT- 96.76 (meters) (05/20/05) GPS OBS DH4184 GEOID HEIGHT- -30.42 (meters) GEOID03 DH4184 DH4184 HORZ ORDER - FIRST DH4184 ELLP ORDER - FOURTH CLASS II DH4184 DH4184 DH4184.The horizontal coordinates were established by GPS observations DH4184.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4184 DH4184.The orthometric height was determined by GPS observations and a DH4184.high-resolution geoid model using precise GPS observation and DH4184.processing techniques. DH4184 DH4184.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4184 DH4184.The Laplace correction was computed from DEFLEC99 derived deflections. DH4184 DH4184.The ellipsoidal height was determined by GPS observations DH4184.and is referenced to NAD 83. DH4184 DH4184.The geoid height was determined by GEOID03. DH4184 DH4184; North East Units Scale Factor Converg. DH4184;SPC SC - 254,662.564 574,031.839 MT 0.99982576 -0 12 49.7 DH4184;SPC SC - 835,507.10 1,883,306.56 iFT 0.99982576 -0 12 49.7 DH4184;UTM 17 - 3,776,541.189 464,439.687 MT 0.99961559 -0 12 59.0 DH4184 DH4184! - Elev Factor x Scale Factor = Combined Factor DH4184!SPC SC - 0.99998481 x 0.99982576 = 0.99981057 DH4184!UTM 17 - 0.99998481 x 0.99961559 = 0.99960041 DH4184 DH4184: Primary Azimuth Mark Grid Az DH4184:SPC SC - LEX 24 354 26 02.1 DH4184:UTM 17 - LEX 24 354 26 11.4 DH4184 DH4184|---------------------------------------------------------------------| DH4184| PID Reference Object Distance Geod. Az | DH4184| dddmmss.s | DH4184| DF3752 LEX 24 443.766 METERS 3541312.4 | DH4184|---------------------------------------------------------------------| DH4184 DH4184 SUPERSEDED SURVEY CONTROL DH4184 DH4184.No superseded survey control is available for this station. DH4184 DH4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6444076541(NAD 83) DH4184_MARKER: DD = SURVEY DISK DH4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4184_STAMPING: LEX 363 2004 DH4184_MARK LOGO: SCGS DH4184_PROJECTION: FLUSH DH4184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4184+STABILITY: SURFACE MOTION DH4184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4184+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004 DH4184 DH4184 HISTORY - Date Condition Report By DH4184 HISTORY - 20041021 MONUMENTED SCGS DH4184 DH4184 STATION DESCRIPTION DH4184 DH4184'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW) DH4184'STATION IS LOCATED 3.2 MILES SOUTHWEST OF CHAPIN, 13.3 MILES NORTHWEST DH4184'OF LEXINGTON. OWNERSHIP--AMICKS FERRY FIRE STATION, 960 AMICKS FERRY DH4184'ROAD, CHAPIN, SC 29036, PHONE 803-345-1015, ASSISTANT CHIEF-ROGER DH4184'FRICK. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE DH4184'26 (EXIT 91) AND STATE ROAD 48 (COLUMBIA AVENUE), 1.75 MILES EAST DH4184'NORTHEAST OF CHAPIN, GO WEST SOUTHWEST ON ROAD 48 FOR 2.1 MILES TO DH4184'THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) AND STATE ROAD 51 DH4184'(AMICKS FERRY ROAD) AHEAD, CONTINUE ON ROAD 51 FOR 1.2 MILES TO THE DH4184'FORK JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON ROAD DH4184'51 FOR 2.25 MILES TO THE STATION ON THE RIGHT NEAR A WOOD SIGN FOR DH4184'THE AMICKS FERRY FIRE STATION. STATION IS A CONCRETE POST FLUSH WITH DH4184'THE GROUND AND LEVEL WITH THE ROAD, 39.0 FEET WEST OF THE CENTER OF DH4184'THE ROAD, 10.5 FEET SOUTHEAST OF THE EAST LEG OF THE SIGN, 48.8 FEET DH4184'EAST NORTHEAST OF A FLAG POLE, 81.1 FEET NORTHEAST OF THE SOUTHEAST DH4184'CORNER OF THE METAL FIRE TRUCK GARAGE, 72.7 FEET NORTH NORTHEAST OF A DH4184'FIRE HYDRANT, 35.4 FEET SOUTHWEST OF THE SOUTH END OF A 1.2-FOOT DH4184'CONCRETE PIPE CULVERT BENEATH THE NORTH DRIVE TO THE FIRE STATION. DH4184'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION LEX 24. DESCRIBED BY DH4184'J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3768 *********************************************************************** DF3768 HT_MOD - This is a Height Modernization Survey Station. DF3768 DESIGNATION - LEX 41 DF3768 PID - DF3768 DF3768 STATE/COUNTY- SC/LEXINGTON DF3768 USGS QUAD - CHAPIN (1971) DF3768 DF3768 *CURRENT SURVEY CONTROL DF3768 ___________________________________________________________________ DF3768* NAD 83(2001)- 34 08 01.96996(N) 081 21 03.86314(W) ADJUSTED DF3768* NAVD 88 - 119.99 (meters) 393.7 (feet) GPS OBS DF3768 ___________________________________________________________________ DF3768 X - 794,758.379 (meters) COMP DF3768 Y - -5,224,914.324 (meters) COMP DF3768 Z - 3,558,798.726 (meters) COMP DF3768 LAPLACE CORR- -1.46 (seconds) DEFLEC99 DF3768 ELLIP HEIGHT- 89.54 (meters) (03/13/03) GPS OBS DF3768 GEOID HEIGHT- -30.46 (meters) GEOID03 DF3768 DF3768 HORZ ORDER - FIRST DF3768 ELLP ORDER - FOURTH CLASS II DF3768 DF3768 DF3768.The horizontal coordinates were established by GPS observations DF3768.and adjusted by the National Geodetic Survey in March 2003. DF3768 DF3768.The orthometric height was determined by GPS observations and a DF3768.high-resolution geoid model using precise GPS observation and DF3768.processing techniques. DF3768 DF3768.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3768 DF3768.The Laplace correction was computed from DEFLEC99 derived deflections. DF3768 DF3768.The ellipsoidal height was determined by GPS observations DF3768.and is referenced to NAD 83. DF3768 DF3768.The geoid height was determined by GEOID03. DF3768 DF3768; North East Units Scale Factor Converg. DF3768;SPC SC - 255,177.819 577,222.842 MT 0.99982642 -0 11 40.7 DF3768;SPC SC - 837,197.57 1,893,775.73 iFT 0.99982642 -0 11 40.7 DF3768;UTM 17 - 3,777,056.197 467,630.036 MT 0.99961292 -0 11 49.2 DF3768 DF3768! - Elev Factor x Scale Factor = Combined Factor DF3768!SPC SC - 0.99998594 x 0.99982642 = 0.99981237 DF3768!UTM 17 - 0.99998594 x 0.99961292 = 0.99959887 DF3768 DF3768: Primary Azimuth Mark Grid Az DF3768:SPC SC - LEX 42 060 24 39.7 DF3768:UTM 17 - LEX 42 060 24 48.2 DF3768 DF3768|---------------------------------------------------------------------| DF3768| PID Reference Object Distance Geod. Az | DF3768| dddmmss.s | DF3768| DF3769 LEX 42 APPROX. 0.7 KM 0601259.0 | DF3768|---------------------------------------------------------------------| DF3768 DF3768 SUPERSEDED SURVEY CONTROL DF3768 DF3768 NAD 83(1995)- 34 08 01.97032(N) 081 21 03.86298(W) AD( ) 1 DF3768 NAD 83(1986)- 34 08 01.98484(N) 081 21 03.86364(W) AD( ) 1 DF3768 ELLIP H (02/11/03) 89.56 (m) GP( ) 4 2 DF3768 DF3768.Superseded values are not recommended for survey control. DF3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3768.See file dsdata.txt to determine how the superseded data were derived. DF3768 DF3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6763077056(NAD 83) DF3768_MARKER: DD = SURVEY DISK DF3768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3768_STAMPING: LEX 41 2002 DF3768_MARK LOGO: SC-063 DF3768_PROJECTION: FLUSH DF3768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3768+STABILITY: SURFACE MOTION DF3768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3768+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005 DF3768 DF3768 HISTORY - Date Condition Report By DF3768 HISTORY - 20020807 MONUMENTED SC-063 DF3768 HISTORY - 20050111 GOOD SCGS DF3768 DF3768 STATION DESCRIPTION DF3768 DF3768'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3768'STATION IS LOCATED 2.2 MILES SOUTH OF CHAPIN, 12.4 MILES NORTH DF3768'NORTHWEST OF DF3768'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DF3768'191, COLUMBIA, SC DF3768'29202, PHONE 803-737-1350. DF3768'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF STATE ROAD 48 DF3768'(COLUMBIA AVENUE) DF3768'AND INTERSTATE 26 (EXIT 91), 1.75 MILES EAST NORTHEAST OF CHAPIN, GO DF3768'WEST SOUTHWEST ON DF3768'ROAD 48 FOR 1.8 MILES TO THE JUNCTION OF STATE ROAD 83 (LEXINGTON DF3768'AVENUE), TURN LEFT ON DF3768'ROAD 83 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD), DF3768'CONTINUE ON ROAD DF3768'83 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 940 (MURRAY LINDLER DF3768'ROAD), TURN DF3768'RIGHT ON ROAD 940 FOR 1.1 MILES TO THE JUNCTION OF STATE ROAD 1320 DF3768'(DUTCHMAN DF3768'SHORES CIRCLE), CONTINUE ON ROAD 940 FOR 0.1 MILE TO THE STATION ON DF3768'THE LEFT. DF3768'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DF3768'ROAD, 11.4 FEET DF3768'WEST SOUTHWEST OF THE CENTER OF THE ROAD, 25.6 FEET SOUTH SOUTHEAST OF DF3768'THE SOUTH DF3768'END OF A 1.5-FOOT CONCRETE PIPE CULVERT BENEATH A GRASSY APRON LEADING DF3768'TO A BARN, DF3768'38.4 FEET NORTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER DF3768'ATTACHED, 55.7 DF3768'FEET SOUTHEAST OF A POWER POLE 389F WITH TWO GUY WIRES AND A DF3768'TRANSFORMER, 208.3 DF3768'FEET NORTH NORTHWEST OF THE CENTER OF A DRIVEWAY FOR BRICK HOUSE DF3768'NUMBER 765. DF3768'DESCRIBED BY J.B. SMOAK. DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768' DF3768 DF3768 STATION RECOVERY (2005) DF3768 DF3768'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2005 (DDW) DF3768'RECOVERED AS DESCRIBED, NOTE-STATION IS ON THE RIGHT IN THE TO REACH DF3768'NOT THE LEFT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3819 *********************************************************************** DF3819 HT_MOD - This is a Height Modernization Survey Station. DF3819 DESIGNATION - LEX 99 DF3819 PID - DF3819 DF3819 STATE/COUNTY- SC/LEXINGTON DF3819 USGS QUAD - LAKE MURRAY WEST (1971) DF3819 DF3819 *CURRENT SURVEY CONTROL DF3819 ___________________________________________________________________ DF3819* NAD 83(2001)- 34 01 43.78323(N) 081 28 41.36548(W) ADJUSTED DF3819* NAVD 88 - 126.90 (meters) 416.3 (feet) GPS OBS DF3819 ___________________________________________________________________ DF3819 X - 784,135.904 (meters) COMP DF3819 Y - -5,233,127.848 (meters) COMP DF3819 Z - 3,549,151.190 (meters) COMP DF3819 LAPLACE CORR- -2.38 (seconds) DEFLEC99 DF3819 ELLIP HEIGHT- 96.53 (meters) (03/13/03) GPS OBS DF3819 GEOID HEIGHT- -30.36 (meters) GEOID03 DF3819 DF3819 HORZ ORDER - FIRST DF3819 ELLP ORDER - FOURTH CLASS II DF3819 DF3819 DF3819.The horizontal coordinates were established by GPS observations DF3819.and adjusted by the National Geodetic Survey in March 2003. DF3819 DF3819.The orthometric height was determined by GPS observations and a DF3819.high-resolution geoid model using precise GPS observation and DF3819.processing techniques. DF3819 DF3819.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3819 DF3819.The Laplace correction was computed from DEFLEC99 derived deflections. DF3819 DF3819.The ellipsoidal height was determined by GPS observations DF3819.and is referenced to NAD 83. DF3819 DF3819.The geoid height was determined by GEOID03. DF3819 DF3819; North East Units Scale Factor Converg. DF3819;SPC SC - 243,574.307 565,448.893 MT 0.99981327 -0 15 54.3 DF3819;SPC SC - 799,128.30 1,855,147.29 iFT 0.99981327 -0 15 54.3 DF3819;UTM 17 - 3,765,455.528 455,857.960 MT 0.99962402 -0 16 03.3 DF3819 DF3819! - Elev Factor x Scale Factor = Combined Factor DF3819!SPC SC - 0.99998485 x 0.99981327 = 0.99979812 DF3819!UTM 17 - 0.99998485 x 0.99962402 = 0.99960887 DF3819 DF3819 SUPERSEDED SURVEY CONTROL DF3819 DF3819 NAD 83(1995)- 34 01 43.78352(N) 081 28 41.36603(W) AD( ) 1 DF3819 NAD 83(1986)- 34 01 43.79683(N) 081 28 41.36601(W) AD( ) 1 DF3819 ELLIP H (02/11/03) 96.55 (m) GP( ) 4 2 DF3819 DF3819.Superseded values are not recommended for survey control. DF3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3819.See file dsdata.txt to determine how the superseded data were derived. DF3819 DF3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5585865456(NAD 83) DF3819_MARKER: DD = SURVEY DISK DF3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3819_STAMPING: LEX 99 2002 DF3819_MARK LOGO: SC-063 DF3819_PROJECTION: FLUSH DF3819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3819+STABILITY: SURFACE MOTION DF3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3819+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 DF3819 DF3819 HISTORY - Date Condition Report By DF3819 HISTORY - 20020224 MONUMENTED SC-063 DF3819 HISTORY - 20031104 GOOD SCGS DF3819 DF3819 STATION DESCRIPTION DF3819 DF3819'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3819'STATION IS LOCATED 7.9 MILES NORTH NORTHWEST OF SUMMIT, 14.3 MILES DF3819'WEST NORTHWEST OF DF3819'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DF3819'191, COLUMBIA, SC DF3819'29202, PHONE 803-737-1350. DF3819'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUNCTION OF U.S. HIGHWAY DF3819'378 AND DF3819'STATE HIGHWAY 391, 8.9 MILES NORTH OF LEESVILLE, GO EAST SOUTHEAST ON DF3819'HIGHWAY 378 DF3819'FOR 3.9 MILES TO THE STATION ON THE RIGHT NEAR A SIGN FOR UNION DF3819'LUTHERAN CHURCH AND DF3819'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE ROAD 1188. DF3819'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DF3819'ROAD, 18.4 FEET DF3819'SOUTH OF THE CENTER OF THE ROAD, 87.3 FEET SOUTH SOUTHWEST OF THE DF3819'CENTER OF THE DF3819'HIGHWAY, 26.1 FEET NORTHWEST OF THE NORTH CORNER OF THE BRICK PLANTER DF3819'BASE OF THE DF3819'CHURCH SIGN, 53.0 FEET SOUTH OF A POWER POLE WITH FOUR GUY WIRES, DF3819'118.6 FEET DF3819'NORTHEAST OF THE NORTH CORNER OF A BRICK AND GLASS SIGN NEAR THE NORTH DF3819'CORNER OF DF3819'THE CHURCH. DF3819'NOTE-STATION IS INTERVISIBLE WITH AZIMUTH MARK UNION AZ MK. DF3819'DESCRIBED BY J.B. SMOAK. DF3819' DF3819' DF3819' DF3819' DF3819' DF3819' DF3819' DF3819' DF3819' DF3819' DF3819 DF3819 STATION RECOVERY (2003) DF3819 DF3819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DF3819'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4156 *********************************************************************** DH4156 HT_MOD - This is a Height Modernization Survey Station. DH4156 DESIGNATION - LODESTAR DH4156 PID - DH4156 DH4156 STATE/COUNTY- SC/LEXINGTON DH4156 USGS QUAD - BATESBURG (1982) DH4156 DH4156 *CURRENT SURVEY CONTROL DH4156 ___________________________________________________________________ DH4156* NAD 83(2001)- 33 56 22.20590(N) 081 32 05.57497(W) ADJUSTED DH4156* NAVD 88 - 162.30 (meters) 532.5 (feet) GPS OBS DH4156 ___________________________________________________________________ DH4156 X - 779,774.171 (meters) COMP DH4156 Y - -5,239,408.837 (meters) COMP DH4156 Z - 3,540,954.934 (meters) COMP DH4156 LAPLACE CORR- -2.72 (seconds) DEFLEC99 DH4156 ELLIP HEIGHT- 131.97 (meters) (05/31/05) GPS OBS DH4156 GEOID HEIGHT- -30.33 (meters) GEOID03 DH4156 DH4156 HORZ ORDER - FIRST DH4156 ELLP ORDER - FOURTH CLASS I DH4156 DH4156 DH4156.The horizontal coordinates were established by GPS observations DH4156.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4156 DH4156.The orthometric height was determined by GPS observations and a DH4156.high-resolution geoid model using precise GPS observation and DH4156.processing techniques. DH4156 DH4156.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4156 DH4156.The Laplace correction was computed from DEFLEC99 derived deflections. DH4156 DH4156.The ellipsoidal height was determined by GPS observations DH4156.and is referenced to NAD 83. DH4156 DH4156.The geoid height was determined by GEOID03. DH4156 DH4156; North East Units Scale Factor Converg. DH4156;SPC SC - 233,693.662 560,159.920 MT 0.99980473 -0 17 47.5 DH4156;SPC SC - 766,711.49 1,837,795.01 iFT 0.99980473 -0 17 47.5 DH4156;UTM 17 - 3,755,576.894 450,569.550 MT 0.99963012 -0 17 55.1 DH4156 DH4156! - Elev Factor x Scale Factor = Combined Factor DH4156!SPC SC - 0.99997928 x 0.99980473 = 0.99978402 DH4156!UTM 17 - 0.99997928 x 0.99963012 = 0.99960941 DH4156 DH4156 SUPERSEDED SURVEY CONTROL DH4156 DH4156.No superseded survey control is available for this station. DH4156 DH4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5057055577(NAD 83) DH4156_MARKER: DD = SURVEY DISK DH4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4156_STAMPING: LODESTAR 2004 DH4156_MARK LOGO: SCGS DH4156_PROJECTION: FLUSH DH4156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4156+STABILITY: SURFACE MOTION DH4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4156+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004 DH4156 DH4156 HISTORY - Date Condition Report By DH4156 HISTORY - 20040114 MONUMENTED SCGS DH4156 DH4156 STATION DESCRIPTION DH4156 DH4156'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW) DH4156'STATION IS LOCATED NEAR A POWER POLE IN THE SOUTH ANGLE OF THE DH4156'JUNCTION OF STATE HIGHWAYS 245, 391 (SUMMERLAND AVENUE) AND STATE DH4156'ROAD 118 (LODESTAR ROAD), 2.3 MILES NORTH NORTHEAST OF BATESBURG, DH4156'17.4 MILES WEST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4156'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE 803-737-1350. DH4156'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE DH4156'HIGHWAYS, 58.5 FEET EAST OF THE CENTER OF HIGHWAY 391, 36.9 FEET DH4156'SOUTHWEST OF THE CENTER OF HIGHWAY 245, 3.2 FEET SOUTH OF THE POWER DH4156'POLE NUMBER 366211, 29.0 FEET NORTHEAST OF A TELEPHONE JUNCTION BOX DH4156'NUMBER 8, 26.6 FEET NORTHWEST OF THE NORTH CORNER OF A 4-FOOT SQUARE DH4156'PAD SUPPORTING A TELEPHONE JUNCTION BOX 505X, 3.6 FEET SOUTH OF A DH4156'WITNESS POST. DESCRIBED BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3836 *********************************************************************** DF3836 HT_MOD - This is a Height Modernization Survey Station. DF3836 DESIGNATION - OLD FAITH DF3836 PID - DF3836 DF3836 STATE/COUNTY- SC/LEXINGTON DF3836 USGS QUAD - LAKE MURRAY WEST (1971) DF3836 DF3836 *CURRENT SURVEY CONTROL DF3836 ___________________________________________________________________ DF3836* NAD 83(2001)- 34 03 05.16304(N) 081 27 22.67164(W) ADJUSTED DF3836* NAVD 88 - 137.88 (meters) 452.4 (feet) GPS OBS DF3836 ___________________________________________________________________ DF3836 X - 785,925.202 (meters) COMP DF3836 Y - -5,231,449.231 (meters) COMP DF3836 Z - 3,551,235.171 (meters) COMP DF3836 LAPLACE CORR- -2.21 (seconds) DEFLEC99 DF3836 ELLIP HEIGHT- 107.50 (meters) (03/13/03) GPS OBS DF3836 GEOID HEIGHT- -30.38 (meters) GEOID03 DF3836 DF3836 HORZ ORDER - FIRST DF3836 ELLP ORDER - FOURTH CLASS II DF3836 DF3836 DF3836.The horizontal coordinates were established by GPS observations DF3836.and adjusted by the National Geodetic Survey in March 2003. DF3836 DF3836.The orthometric height was determined by GPS observations and a DF3836.high-resolution geoid model using precise GPS observation and DF3836.processing techniques. DF3836 DF3836.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF3836 DF3836.The Laplace correction was computed from DEFLEC99 derived deflections. DF3836 DF3836.The ellipsoidal height was determined by GPS observations DF3836.and is referenced to NAD 83. DF3836 DF3836.The geoid height was determined by GEOID03. DF3836 DF3836; North East Units Scale Factor Converg. DF3836;SPC SC - 246,072.165 567,478.357 MT 0.99981582 -0 15 10.7 DF3836;SPC SC - 807,323.38 1,861,805.63 iFT 0.99981582 -0 15 10.7 DF3836;UTM 17 - 3,767,952.819 457,887.145 MT 0.99962186 -0 15 19.8 DF3836 DF3836! - Elev Factor x Scale Factor = Combined Factor DF3836!SPC SC - 0.99998312 x 0.99981582 = 0.99979895 DF3836!UTM 17 - 0.99998312 x 0.99962186 = 0.99960499 DF3836 DF3836 SUPERSEDED SURVEY CONTROL DF3836 DF3836 NAD 83(1995)- 34 03 05.16348(N) 081 27 22.67222(W) AD( ) 1 DF3836 NAD 83(1986)- 34 03 05.17703(N) 081 27 22.67215(W) AD( ) 1 DF3836 ELLIP H (02/11/03) 107.52 (m) GP( ) 4 2 DF3836 DF3836.Superseded values are not recommended for survey control. DF3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF3836.See file dsdata.txt to determine how the superseded data were derived. DF3836 DF3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT5788767953(NAD 83) DF3836_MARKER: DD = SURVEY DISK DF3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3836_STAMPING: OLD FAITH 2002 DF3836_MARK LOGO: SC-063 DF3836_PROJECTION: FLUSH DF3836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF3836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3836+STABILITY: SURFACE MOTION DF3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF3836+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003 DF3836 DF3836 HISTORY - Date Condition Report By DF3836 HISTORY - 20020224 MONUMENTED SC-063 DF3836 HISTORY - 20031204 GOOD SCGS DF3836 DF3836 STATION DESCRIPTION DF3836 DF3836'DESCRIBED BY LEXINGTON COUNTY SOUTH CAROLINA 2002 (DDW) DF3836'STATION IS LOCATED 9.0 MILES NORTH NORTHWEST OF SUMMIT, 13.5 MILES DF3836'WEST NORTHWEST OF DF3836'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DF3836'191, COLUMBIA, SC DF3836'29202, PHONE 803-737-1350. DF3836'TO REACH THE STATION FROM THE TRAFFIC CIRCLE JUNCTION OF U.S. HIGHWAY DF3836'378 AND DF3836'STATE HIGHWAY 391, 8.9 MILES NORTH OF LEESVILLE, GO EAST SOUTHEAST ON DF3836'HIGHWAY 378 DF3836'FOR 4.6 MILES TO THE JUNCTION OF STATE ROAD 157 (OLD LEXINGTON ROAD), DF3836'TURN LEFT ON DF3836'ROAD 157 FOR 1.9 MILES TO THE STATION ON THE RIGHT NEAR A SMALL SET OF DF3836'STEPS IN THE DF3836'NORTH YARD OF THE OLD LEXINGTON BAPTIST CHURCH. DF3836'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FEET ABOVE DF3836'THE ROAD, 34.2 DF3836'FEET SOUTHWEST OF A SECURITY LIGHT POLE, 20.9 FEET SOUTHEAST OF THE DF3836'CENTER OF DF3836'ROAD 157, 83.2 FEET NORTHEAST OF THE CENTER OF STATE ROAD 721 DF3836'(ROCKNCREEK ROAD), DF3836'6.7 FEET SOUTHWEST OF THE WEST CORNER OF THE TOP CONCRETE STEP, 61.1 DF3836'FEET WEST OF DF3836'THE WEST CORNER OF THE NORTHWEST WING OF THE CHURCH, 33.9 FEET NORTH DF3836'NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN SANCTUARY, 26.5 FEET DF3836'NORTH DF3836'NORTHEAST OF THE NORTH CORNER OF A BRICK SIGN FOR THE CHURCH. DF3836'DESCRIBED BY J.B. SMOAK. DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836' DF3836 DF3836 STATION RECOVERY (2003) DF3836 DF3836'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DF3836'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE1108 *********************************************************************** DE1108 DESIGNATION - P 52 DE1108 PID - DE1108 DE1108 STATE/COUNTY- SC/LEXINGTON DE1108 USGS QUAD - BATESBURG (1982) DE1108 DE1108 *CURRENT SURVEY CONTROL DE1108 ___________________________________________________________________ DE1108* NAD 83(2001)- 33 54 31.00264(N) 081 32 30.13878(W) ADJUSTED DE1108* NAVD 88 - 196.637 (meters) 645.13 (feet) ADJUSTED DE1108 ___________________________________________________________________ DE1108 X - 779,435.672 (meters) COMP DE1108 Y - -5,241,421.279 (meters) COMP DE1108 Z - 3,538,130.924 (meters) COMP DE1108 LAPLACE CORR- -2.87 (seconds) DEFLEC99 DE1108 ELLIP HEIGHT- 166.28 (meters) (05/31/05) GPS OBS DE1108 GEOID HEIGHT- -30.35 (meters) GEOID03 DE1108 DYNAMIC HT - 196.434 (meters) 644.47 (feet) COMP DE1108 MODELED GRAV- 979,597.3 (mgal) NAVD 88 DE1108 DE1108 HORZ ORDER - FIRST DE1108 VERT ORDER - FIRST CLASS II DE1108 ELLP ORDER - FOURTH CLASS I DE1108 DE1108 DE1108.The horizontal coordinates were established by GPS observations DE1108.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DE1108 DE1108.The orthometric height was determined by differential leveling DE1108.and adjusted by the National Geodetic Survey in June 1991. DE1108.WARNING-Repeat measurements at this control monument indicate possible DE1108.vertical movement. DE1108 DE1108.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE1108 DE1108.The Laplace correction was computed from DEFLEC99 derived deflections. DE1108 DE1108.The ellipsoidal height was determined by GPS observations DE1108.and is referenced to NAD 83. DE1108 DE1108.The geoid height was determined by GEOID03. DE1108 DE1108.The dynamic height is computed by dividing the NAVD 88 DE1108.geopotential number by the normal gravity value computed on the DE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1108.degrees latitude (g = 980.6199 gals.). DE1108 DE1108.The modeled gravity was interpolated from observed gravity values. DE1108 DE1108; North East Units Scale Factor Converg. DE1108;SPC SC - 230,271.340 559,511.282 MT 0.99980234 -0 18 01.2 DE1108;SPC SC - 755,483.40 1,835,666.94 iFT 0.99980234 -0 18 01.2 DE1108;UTM 17 - 3,752,155.186 449,920.905 MT 0.99963092 -0 18 07.9 DE1108 DE1108! - Elev Factor x Scale Factor = Combined Factor DE1108!SPC SC - 0.99997390 x 0.99980234 = 0.99977624 DE1108!UTM 17 - 0.99997390 x 0.99963092 = 0.99960483 DE1108 DE1108 SUPERSEDED SURVEY CONTROL DE1108 DE1108 NAVD 88 (05/31/05) 196.64 (m) 645.1 (f) LEVELING 3 DE1108 NGVD 29 (??/??/92) 196.861 (m) 645.87 (f) ADJ UNCH 1 2 DE1108 DE1108.Superseded values are not recommended for survey control. DE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1108.See file dsdata.txt to determine how the superseded data were derived. DE1108 DE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4992152155(NAD 83) DE1108_MARKER: DB = BENCH MARK DISK DE1108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DE1108_SP_SET: 42 FEET DE1108_STAMPING: P 52 1960 DE1108_MARK LOGO: CGS DE1108_PROJECTION: PROJECTING 3 CENTIMETERS DE1108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1108+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 DE1108 DE1108 HISTORY - Date Condition Report By DE1108 HISTORY - 1960 MONUMENTED CGS DE1108 HISTORY - 1978 GOOD NGS DE1108 HISTORY - 20020528 GOOD SCGS DE1108 HISTORY - 20031104 GOOD SCGS DE1108 DE1108 STATION DESCRIPTION DE1108 DE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DE1108'0.4 MI NE FROM BATESBURG. DE1108'ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE DE1108'STATION AT BATESBURG, ABOUT 0.3 MILE NORTHEAST ALONG RAILROAD DE1108'AVENUE FROM THE POST OFFICE, 0.1 MILE SOUTHWEST OF MILEPOST 140, DE1108'ALONG THE STEEL FENCE AROUND A LARGE COTTON MILL, AT A GATE IN DE1108'THE FENCE FOR ENTRANCE TO A SMALL POWER SUB-STATION, 21 1/2 FEET DE1108'NORTHWEST OF THE CENTER LINE OF RAILROAD AVENUE, 42 FEET NORTH OF DE1108'THE CENTER LINE OF THE CROSSING OF RAILROAD AVENUE AND A SPUR DE1108'TRACK TO THE MILL, 68 FEET NORTHWEST OF AND ACROSS THE AVENUE AND DE1108'SPUR TRACK FROM THE NORTHWEST RAIL OF THE MAIN TRACK, 12 FEET DE1108'NORTHEAST OF THE CENTER OF GATE, 8 FEET EAST-SOUTHEAST OF THE EAST DE1108'CORNER OF THE STEEL FENCE AROUND THE SUB-STATION, 1 FOOT SOUTHEAST DE1108'OF THE FENCE LINE, ABOUT LEVEL WITH THE TRACK AND AVENUE, AND IS DE1108'A DISK ON COPPER COATED STEEL ROD PROJECTING 2 INCHES AND DE1108'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES. THE ROD DE1108'WAS DRIVEN TO REFUSAL AT A DEPTH OF 42 FEET. DE1108 DE1108 STATION RECOVERY (1978) DE1108 DE1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DE1108'74.0 FT. NORTHEAST FROM THE CENTERLINE OF GATE ENTRANCE FOR A RAILROAD DE1108'SPUR AND PAVED ROAD. DE1108 DE1108 STATION RECOVERY (2002) DE1108 DE1108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) DE1108'STATION IS LOCATED IN BATESBURG, 18.25 MILES WEST SOUTHWEST OF DE1108'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1108'191, COLUMBIA, SC 29201, PHONE 803-737-1350. TO REACH THE STATION DE1108'FROM THE JUNCTION OF STATE HIGHWAY 391 (PINE STREET) AND U.S. DE1108'HIGHWAYS 1 AND 178 (PINE STREET) IN BATESBURG, GO NORTH NORTHWEST ON DE1108'HIGHWAY 178 AND 391 FOR 0.2 MILE CROSSING A SET OF RAILROAD TRACKS DE1108'TO THE JUNCTION OF A PAVED ROAD (WEST RAILROAD AVENUE), TURN RIGHT ON DE1108'WEST RAILROAD AVENUE FOR 0.35 MILE TO THE STATION ON THE LEFT NEAR A DE1108'CHAIN LINK FENCE CORNER AT A LOADING PLATFORM FOR A BRICK COTTON DE1108'MILL. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD PROJECTING 0.1 DE1108'FOOT AND LEVEL WITH THE ROAD, 87.1 FEET WEST NORTHWEST OF A POWER DE1108'POLE NUMBER 60/499313 WITH GUY WIRE, 20.9 FEET NORTH OF THE CENTER OF DE1108'THE ROAD, 1.7 FEET SOUTHWEST OF THE FENCE CORNER, 30.7 FEET EAST DE1108'NORTHEAST OF A POWER POLE NUMBER 499314 WITH THREE TRANSFORMERS AND A DE1108'CONTROL BOX, 68.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN SET OF DE1108'RAILROAD TRACKS, 1.2 FEET WEST SOUTHWEST OF A WITNESS POST. RECOVERED DE1108'BY J.B. SMOAK. DE1108 DE1108 STATION RECOVERY (2003) DE1108 DE1108'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DE1108'STATION IS LOCATED IN BATESBURG, 18.25 MILES WEST SOUTHWEST OF DE1108'LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF PRECONSTRUCTION, P.O. BOX DE1108'191, COLUMBIA, SC 29201, PHONE 803-737-1350. TO REACH THE STATION DE1108'FROM THE JUNCTION OF STATE HIGHWAY 391 (PINE STREET) AND U.S. DE1108'HIGHWAYS 1 AND 178 (PINE STREET) IN BATESBURG, GO NORTH NORTHWEST ON DE1108'HIGHWAY 178 AND 391 FOR 0.2 MILE CROSSING A SET OF RAILROAD TRACKS DE1108'TO THE JUNCTION OF A PAVED ROAD (WEST RAILROAD AVENUE), TURN RIGHT ON DE1108'WEST RAILROAD AVENUE FOR 0.35 MILE TO THE STATION ON THE LEFT NEAR A DE1108'CHAIN LINK FENCE CORNER AT A LOADING PLATFORM FOR A BRICK COTTON DE1108'MILL. STATION IS A DISK ATTACHED TO A COPPER-CLAD ROD PROJECTING 0.1 DE1108'FOOT AND LEVEL WITH THE ROAD, 87.1 FEET WEST NORTHWEST OF A POWER DE1108'POLE NUMBER 60/499313 WITH GUY WIRE, 20.9 FEET NORTH OF THE CENTER OF DE1108'THE ROAD, 1.7 FEET SOUTHWEST OF THE FENCE CORNER, 30.7 FEET EAST DE1108'NORTHEAST OF A POWER POLE NUMBER 499314 WITH THREE TRANSFORMERS AND A DE1108'CONTROL BOX, 68.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN SET OF DE1108'RAILROAD TRACKS, 1.2 FEET WEST SOUTHWEST OF A WITNESS POST. RECOVERED DE1108'BY J.B. SMOAK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE0508 *********************************************************************** DE0508 HT_MOD - This is a Height Modernization Survey Station. DE0508 DESIGNATION - S 58 DE0508 PID - DE0508 DE0508 STATE/COUNTY- SC/LEXINGTON DE0508 USGS QUAD - SWANSEA (1986) DE0508 DE0508 *CURRENT SURVEY CONTROL DE0508 ___________________________________________________________________ DE0508* NAD 83(2001)- 33 44 17.80168(N) 081 06 13.54160(W) ADJUSTED DE0508* NAVD 88 - 98.72 (meters) 323.9 (feet) GPS OBS DE0508 ___________________________________________________________________ DE0508 X - 821,089.327 (meters) COMP DE0508 Y - -5,245,619.875 (meters) COMP DE0508 Z - 3,522,379.981 (meters) COMP DE0508 LAPLACE CORR- -1.49 (seconds) DEFLEC99 DE0508 ELLIP HEIGHT- 67.56 (meters) (05/06/05) GPS OBS DE0508 GEOID HEIGHT- -31.16 (meters) GEOID03 DE0508 DYNAMIC HT - 98.62 (meters) 323.6 (feet) COMP DE0508 MODELED GRAV- 979,587.0 (mgal) NAVD 88 DE0508 DE0508 HORZ ORDER - FIRST DE0508 VERT ORDER - FIRST CLASS II (See Below) DE0508 ELLP ORDER - FOURTH CLASS II DE0508 DE0508 DE0508.The horizontal coordinates were established by GPS observations DE0508.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DE0508 DE0508.The orthometric height was determined by GPS observations and a DE0508.high-resolution geoid model using precise GPS observation and DE0508.processing techniques. It supersedes the leveled height previously DE0508.determined for this station. DE0508.The vertical order pertains to the first NAVD 88 superseded value. DE0508 DE0508.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE0508 DE0508.The Laplace correction was computed from DEFLEC99 derived deflections. DE0508 DE0508.The ellipsoidal height was determined by GPS observations DE0508.and is referenced to NAD 83. DE0508 DE0508.The geoid height was determined by GEOID03. DE0508 DE0508.The dynamic height is computed by dividing the NAVD 88 DE0508.geopotential number by the normal gravity value computed on the DE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE0508.degrees latitude (g = 980.6199 gals.). DE0508 DE0508.The modeled gravity was interpolated from observed gravity values. DE0508 DE0508; North East Units Scale Factor Converg. DE0508;SPC SC - 211,255.450 599,986.691 MT 0.99979438 -0 03 27.1 DE0508;SPC SC - 693,095.31 1,968,460.27 iFT 0.99979438 -0 03 27.1 DE0508;UTM 17 - 3,733,142.240 490,388.556 MT 0.99960114 -0 03 27.5 DE0508 DE0508! - Elev Factor x Scale Factor = Combined Factor DE0508!SPC SC - 0.99998939 x 0.99979438 = 0.99978378 DE0508!UTM 17 - 0.99998939 x 0.99960114 = 0.99959054 DE0508 DE0508 SUPERSEDED SURVEY CONTROL DE0508 DE0508 NAVD 88 (06/15/91) 98.758 (m) 324.01 (f) ADJUSTED 1 2 DE0508 NGVD 29 (??/??/92) 98.995 (m) 324.79 (f) ADJ UNCH 1 2 DE0508 DE0508.Superseded values are not recommended for survey control. DE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE0508.See file dsdata.txt to determine how the superseded data were derived. DE0508 DE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9038933142(NAD 83) DE0508_MARKER: DB = BENCH MARK DISK DE0508_SETTING: 30 = SET IN A LIGHT STRUCTURE DE0508_SP_SET: CULVERT DE0508_STAMPING: S 58 1961 DE0508_MARK LOGO: CGS DE0508_MAGNETIC: N = NO MAGNETIC MATERIAL DE0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE0508+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 DE0508 DE0508 HISTORY - Date Condition Report By DE0508 HISTORY - 1961 MONUMENTED CGS DE0508 HISTORY - 20040630 GOOD SCGS DE0508 HISTORY - 20050608 GOOD GEOCAC DE0508 DE0508 STATION DESCRIPTION DE0508 DE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 DE0508'AT SWANSEA. DE0508'AT SWANSEA, ALONG THE SEABOARD AIR LINE RAILROAD, 94 YARDS DE0508'NORTH OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 6, (FIRST DE0508'CROSSING NORTH OF THE STATION), 9 FEET EAST OF THE EAST RAIL OF DE0508'A SIDE TRACK, 47 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY DE0508'6, 22 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, ON TOP DE0508'AND 5 1/2 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE DE0508'HEADWALL OF A CATCH BASIN FOR CULVERT UNDER THE TRACK AND ABOUT DE0508'LEVEL WITH THE TOP OF THE RAIL. NOTE-- ABOUT 0.35 MILE SOUTH DE0508'OF MILEPOST NO. 380. DE0508 DE0508 STATION RECOVERY (2004) DE0508 DE0508'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW) DE0508'STATION IS LOCATED IN SWANSEA, 18.4 MILES SOUTH SOUTHEAST OF DE0508'LEXINGTON. OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION DE0508'FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS 321 (SOUTH CHURCH STREET) DE0508'AND STATE HIGHWAY 6 (WEST SECOND STREET) IN SWANSEA, GO WEST NORTHWEST DE0508'ON HIGHWAY 6 FOR 0.2 MILE TO THE STATION ON THE RIGHT IN THE NORTHEAST DE0508'ANGLE OF A RAILROAD CROSSING. STATION IS A DISK SET INTO A HEADWALL DE0508'LEVEL WITH THE HIGHWAY, 45.4 FEET NORTH NORTHEAST OF THE CENTER OF DE0508'THE HIGHWAY, 54.4 FEET WEST NORTHWEST OF THE CENTER OF STATE ROAD 119 DE0508'(SOUTH CARDIFF AVENUE), 22.0 FEET EAST SOUTHEAST OF THE SOUTHEAST DE0508'RAIL OF THE TRACKS, 5.3 FEET NORTH NORTHEAST OF THE SOUTHWEST END OF DE0508'THE HEADWALL, 17.4 FEET SOUTH OF A POWER POLE WITH METER, 23.1 FEET DE0508'NORTHEAST OF A METAL POLE SUPPORTING A RAILROAD CROSSING ARM, 17.1 DE0508'FEET SOUTH OF A WITNESS POST. RECOVERED BY J.B. SMOAK. DE0508 DE0508 STATION RECOVERY (2005) DE0508 DE0508'RECOVERY NOTE BY GEOCACHING 2005 (JWS) DE0508'SIDE TRACK IS NO LONGER PRESENT. DE0508'MARK IS ABOUT 10' SOUTH OF A UTILITY POLE W/ FIBERGLASS WITNESS POST. DE0508'CATCHMENT BASIN APPEARS TO BE FILLED IN, THOUGH TOP OF WALL IS STILL DE0508'VISIBLE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4185 *********************************************************************** DH4185 HT_MOD - This is a Height Modernization Survey Station. DH4185 DESIGNATION - SCOUT 3640 DH4185 PID - DH4185 DH4185 STATE/COUNTY- SC/LEXINGTON DH4185 USGS QUAD - LAKE MURRAY EAST (1971) DH4185 DH4185 *CURRENT SURVEY CONTROL DH4185 ___________________________________________________________________ DH4185* NAD 83(1995)- 34 07 25.24557(N) 081 22 03.74305(W) ADJUSTED DH4185* NAVD 88 - 112.44 (meters) 368.9 (feet) GPS OBS DH4185 ___________________________________________________________________ DH4185 X - 793,335.876 (meters) COMP DH4185 Y - -5,225,766.345 (meters) COMP DH4185 Z - 3,557,857.795 (meters) COMP DH4185 LAPLACE CORR- -1.63 (seconds) DEFLEC99 DH4185 ELLIP HEIGHT- 82.00 (meters) (05/20/05) GPS OBS DH4185 GEOID HEIGHT- -30.45 (meters) GEOID03 DH4185 DH4185 HORZ ORDER - FIRST DH4185 ELLP ORDER - FOURTH CLASS II DH4185 DH4185 DH4185.The horizontal coordinates were established by GPS observations DH4185.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DH4185 DH4185.The orthometric height was determined by GPS observations and a DH4185.high-resolution geoid model using precise GPS observation and DH4185.processing techniques. DH4185 DH4185.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4185 DH4185.The Laplace correction was computed from DEFLEC99 derived deflections. DH4185 DH4185.The ellipsoidal height was determined by GPS observations DH4185.and is referenced to NAD 83. DH4185 DH4185.The geoid height was determined by GEOID03. DH4185 DH4185; North East Units Scale Factor Converg. DH4185;SPC SC - 254,051.790 575,684.843 MT 0.99982500 -0 12 13.9 DH4185;SPC SC - 833,503.25 1,888,729.80 iFT 0.99982500 -0 12 13.9 DH4185;UTM 17 - 3,775,930.472 466,092.316 MT 0.99961417 -0 12 22.6 DH4185 DH4185! - Elev Factor x Scale Factor = Combined Factor DH4185!SPC SC - 0.99998713 x 0.99982500 = 0.99981213 DH4185!UTM 17 - 0.99998713 x 0.99961417 = 0.99960130 DH4185 DH4185: Primary Azimuth Mark Grid Az DH4185:SPC SC - LEX 28 000 41 30.5 DH4185:UTM 17 - LEX 28 000 41 39.2 DH4185 DH4185|---------------------------------------------------------------------| DH4185| PID Reference Object Distance Geod. Az | DH4185| dddmmss.s | DH4185| DF3756 LEX 28 440.160 METERS 0002916.6 | DH4185| DH4186 JW GEE 174.521 METERS 35535 | DH4185|---------------------------------------------------------------------| DH4185 DH4185 SUPERSEDED SURVEY CONTROL DH4185 DH4185.No superseded survey control is available for this station. DH4185 DH4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT6609275930(NAD 83) DH4185_MARKER: DD = SURVEY DISK DH4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4185_STAMPING: SCOUT 3640 2004 DH4185_MARK LOGO: SCGS DH4185_PROJECTION: PROJECTING 3 CENTIMETERS DH4185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4185+STABILITY: SURFACE MOTION DH4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DH4185+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 DH4185 DH4185 HISTORY - Date Condition Report By DH4185 HISTORY - 20040527 MONUMENTED SCGS DH4185 DH4185 STATION DESCRIPTION DH4185 DH4185'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW) DH4185'STATION IS LOCATED 3.0 MILES SOUTH SOUTHWEST OF CHAPIN, 12.4 MILES DH4185'NORTHWEST OF LEXINGTON. OWNERSHIP--SCDOT, DIRECTOR OF DH4185'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DH4185'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OVERPASS OF DH4185'INTERSTATE 26 (EXIT 91) AND STATE ROAD 48 (COLUMBIA AVENUE), 1.75 DH4185'MILES EAST NORTHEAST OF CHAPIN, GO WEST SOUTHWEST ON ROAD 48 FOR 2.1 DH4185'MILES TO THE JUNCTION OF U.S. HIGHWAY 76 (CHAPIN ROAD) AND STATE ROAD DH4185'51 (AMICKS FERRY ROAD) AHEAD, CONTINUE ON ROAD 51 FOR 1.2 MILES TO DH4185'THE FORK JUNCTION OF STATE ROAD 754 (SAND BAR ROAD), BEAR RIGHT ON DH4185'ROAD 51 FOR 1.65 MILES TO THE JUNCTION OF STATE ROAD 877 (LAKE TIDE DH4185'ROAD), TURN LEFT ON ROAD 877 FOR 1.2 MILES TO THE STATION ON THE LEFT DH4185'IN THE EAST ANGLE OF A PAVED ROAD (RANCH LAKE). STATION IS A CONCRETE DH4185'POST PROJECTING 0.1 FOOT AND 0.5 FOOT BELOW ROAD 877, 26.5 FEET NORTH DH4185'NORTHEAST OF THE CENTER OF ROAD 877, 20.0 FEET EAST SOUTHEAST OF THE DH4185'CENTER OF THE PAVED ROAD, 10.0 FEET NORTH OF THE EAST END OF A DH4185'1.5-FOOT CONCRETE PIPE CULVERT BENEATH THE PAVED ROAD, 46.6 FEET DH4185'SOUTHEAST OF A POWER POLE NUMBER 328419 WITH FOUR GUY WIRES, 43.8 DH4185'FEET WEST NORTHWEST OF A POWER POLE NUMBER 264964, 89.9 FEET SOUTH DH4185'SOUTHWEST OF A POWER POLE NUMBER 213297 WITH FIVE GUY WIRES AND A DH4185'TRANSFORMER. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION JW GEE. DH4185'DESCRIBED BY R.P. MCKEOWN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE1768 *********************************************************************** DE1768 DESIGNATION - SWANSEA AZ MK DE1768 PID - DE1768 DE1768 STATE/COUNTY- SC/LEXINGTON DE1768 USGS QUAD - SWANSEA (1986) DE1768 DE1768 *CURRENT SURVEY CONTROL DE1768 ___________________________________________________________________ DE1768* NAD 83(2001)- 33 44 08.49360(N) 081 05 48.45345(W) ADJUSTED DE1768* NAVD 88 - 108.7 (meters) 357. (feet) VERTCON DE1768 ___________________________________________________________________ DE1768 LAPLACE CORR- -1.46 (seconds) DEFLEC99 DE1768 GEOID HEIGHT- -31.17 (meters) GEOID03 DE1768 DE1768 HORZ ORDER - SECOND DE1768 DE1768 DE1768.The horizontal coordinates were established by classical geodetic methods DE1768.and adjusted by the National Geodetic Survey in March 2004. DE1768.No horizontal observational check was made to the station. DE1768 DE1768.The NAVD 88 height was computed by applying the VERTCON shift value to DE1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DE1768 DE1768.The Laplace correction was computed from DEFLEC99 derived deflections. DE1768 DE1768.The geoid height was determined by GEOID03. DE1768 DE1768; North East Units Scale Factor Converg. DE1768;SPC SC - 210,968.097 600,632.080 MT 0.99979432 -0 03 13.2 DE1768;SPC SC - 692,152.55 1,970,577.69 iFT 0.99979432 -0 03 13.2 DE1768;UTM 17 - 3,732,854.940 491,033.820 MT 0.99960099 -0 03 13.5 DE1768 DE1768! - Elev Factor x Scale Factor = Combined Factor DE1768!SPC SC - 0.99998783 x 0.99979432 = 0.99978215 DE1768!UTM 17 - 0.99998783 x 0.99960099 = 0.99958882 DE1768 DE1768 SUPERSEDED SURVEY CONTROL DE1768 DE1768 NAD 83(1986)- 33 44 08.50565(N) 081 05 48.45153(W) AD( ) 2 DE1768 NGVD 29 (02/20/88) 109.0 (m) 358. (f) VERT ANG DE1768 DE1768.Superseded values are not recommended for survey control. DE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1768.See file dsdata.txt to determine how the superseded data were derived. DE1768 DE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT9103432855(NAD 83) DE1768_MARKER: DZ = AZIMUTH MARK DISK DE1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT DE1768_MAGNETIC: N = NO MAGNETIC MATERIAL DE1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1768+STABILITY: SURFACE MOTION DE1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1768+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005 DE1768 DE1768 HISTORY - Date Condition Report By DE1768 HISTORY - 1985 MONUMENTED SCGS DE1768 HISTORY - 20050526 GOOD GEOCAC DE1768 DE1768 STATION DESCRIPTION DE1768 DE1768'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1985 (DDW) DE1768'THE STATION IS LOCATED ABOUT 0.24 KM (0.15 MI) DE1768'SOUTH OF STATE HIGHWAY 6, IN THE EAST SECTION OF SWANSEA, ON THE DE1768'SOUTH SIDE OF THE ENTRANCE DRIVE TO THE WEST PARKING LOT OF SWANSEA DE1768'HIGH SCHOOL. DE1768'OWNERSHIP--LEXINGTON COUNTY SCHOOL DISTRICT 4, C/O DISTRICT DE1768'SUPERINTENDENT, PO BOX 569, SWANSEA SC 29160. PHONE 803-779-7373. DE1768' DE1768'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 321 AND STATE DE1768'HIGHWAY 6 EAST IN SWANSEA, GO EAST FOR 0.32 KM (0.2 MI) ON HIGHWAY DE1768'6 TO A CROSS STREET, DE1768'TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON S-32-303 TO A DE1768'T-ROAD, DE1768'TURN LEFT AND GO EAST FOR 40.0 METERS (131.2 FT) ON PARKING LOT DE1768'ENTRANCE DRIVE TO THE MARK ON THE RIGHT. DE1768' DE1768'THE STATION IS A STANDARD NGS DISK DE1768'STAMPED---SWANSEA 1985---, DE1768'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DE1768'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND. LOCATED DE1768'40.8 METERS (133.9 FT) EAST FROM THE EXTENDED CENTER OF S-32-303, DE1768'1.1 METERS (3.6 FT) NORTH FROM A UTILITY POLE 263104, DE1768'1.0 METERS (3.3 FT) SOUTH FROM THE SOUTH CURB, DE1768'17.1 METERS (56.1 FT) WEST FROM A METAL LIGHT POLE, DE1768'19.5 METERS (64.0 FT) EAST FROM A METAL LIGHT POLE. DE1768'THE UNDERGROUND MARK IS A STANDARD NGS DISK DE1768'STAMPED---SWANSEA 1985---, DE1768'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. DE1768' DE1768'DESCRIPTIVE TEXT TYPED BY CKP. DE1768 DE1768 STATION RECOVERY (2005) DE1768 DE1768'RECOVERY NOTE BY GEOCACHING 2005 (JWS) DE1768'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DE1395 *********************************************************************** DE1395 DESIGNATION - TT C 37 DE1395 PID - DE1395 DE1395 STATE/COUNTY- SC/LEXINGTON DE1395 USGS QUAD - BATESBURG (1982) DE1395 DE1395 *CURRENT SURVEY CONTROL DE1395 ___________________________________________________________________ DE1395* NAD 83(2001)- 33 54 21.98732(N) 081 32 51.36411(W) ADJUSTED DE1395* NAVD 88 - 197.002 (meters) 646.33 (feet) ADJUSTED DE1395 ___________________________________________________________________ DE1395 X - 778,919.132 (meters) COMP DE1395 Y - -5,241,655.047 (meters) COMP DE1395 Z - 3,537,900.594 (meters) COMP DE1395 LAPLACE CORR- -2.94 (seconds) DEFLEC99 DE1395 ELLIP HEIGHT- 166.66 (meters) (05/31/05) GPS OBS DE1395 GEOID HEIGHT- -30.35 (meters) GEOID03 DE1395 DYNAMIC HT - 196.799 (meters) 645.66 (feet) COMP DE1395 MODELED GRAV- 979,597.6 (mgal) NAVD 88 DE1395 DE1395 HORZ ORDER - FIRST DE1395 VERT ORDER - FIRST CLASS II DE1395 ELLP ORDER - FOURTH CLASS I DE1395 DE1395 DE1395.The horizontal coordinates were established by GPS observations DE1395.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005. DE1395 DE1395.The orthometric height was determined by differential leveling DE1395.and adjusted by the National Geodetic Survey in June 1991. DE1395 DE1395.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE1395 DE1395.The Laplace correction was computed from DEFLEC99 derived deflections. DE1395 DE1395.The ellipsoidal height was determined by GPS observations DE1395.and is referenced to NAD 83. DE1395 DE1395.The geoid height was determined by GEOID03. DE1395 DE1395.The dynamic height is computed by dividing the NAVD 88 DE1395.geopotential number by the normal gravity value computed on the DE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE1395.degrees latitude (g = 980.6199 gals.). DE1395 DE1395.The modeled gravity was interpolated from observed gravity values. DE1395 DE1395; North East Units Scale Factor Converg. DE1395;SPC SC - 229,996.498 558,964.649 MT 0.99980216 -0 18 12.9 DE1395;SPC SC - 754,581.69 1,833,873.52 iFT 0.99980216 -0 18 12.9 DE1395;UTM 17 - 3,751,880.410 449,374.357 MT 0.99963159 -0 18 19.7 DE1395 DE1395! - Elev Factor x Scale Factor = Combined Factor DE1395!SPC SC - 0.99997384 x 0.99980216 = 0.99977600 DE1395!UTM 17 - 0.99997384 x 0.99963159 = 0.99960544 DE1395 DE1395 SUPERSEDED SURVEY CONTROL DE1395 DE1395 NAVD 88 (05/31/05) 197.00 (m) 646.3 (f) LEVELING 3 DE1395 DE1395.Superseded values are not recommended for survey control. DE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE1395.See file dsdata.txt to determine how the superseded data were derived. DE1395 DE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT4937451880(NAD 83) DE1395_MARKER: DB = BENCH MARK DISK DE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE1395_SP_SET: CONCRETE POST DE1395_STAMPING: TT 1934 C 37 DE1395_MARK LOGO: USGS DE1395_PROJECTION: PROJECTING 20 CENTIMETERS DE1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE1395+STABILITY: SURFACE MOTION DE1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE1395+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 DE1395 DE1395 HISTORY - Date Condition Report By DE1395 HISTORY - 1934 MONUMENTED USGS DE1395 HISTORY - 1978 GOOD NGS DE1395 HISTORY - 20020610 GOOD SCGS DE1395 HISTORY - 20031104 GOOD SCGS DE1395 DE1395 STATION DESCRIPTION DE1395 DE1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DE1395'IN BATESBURG. DE1395'IN BATESBURG, 0.1 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE DE1395'POST OFFICE, AT THE CROSSING OF OAK STREET, 25.0 FT. SOUTHEAST OF THE DE1395'SOUTHEAST RAIL, 79.0 FT. NORTHEAST OF THE CENTERLINE OF OAK STREET DE1395'42.0 FT. NORTHWEST OF THE CENTERLINE OF RAILROAD STREET, 37.0 FT. DE1395'NORTH OF POWER POLE 1067, 28.5 FT. EAST OF THE EAST CORNER OF THE DE1395'CONCRETE FOUNDATION TO A RAILROAD POWER BOX. DE1395'THE MARK IS 1 FT BELOW RAILROAD. DE1395 DE1395 STATION RECOVERY (2002) DE1395 DE1395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2002 (DDW) DE1395'STATION IS LOCATED IN BATESBURG, 18.6 MILES WEST SOUTHWEST OF DE1395'LEXINGTON. OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION FROM DE1395'THE JUNCTION OF U.S. HIGHWAYS 1 (WEST COLUMBIA AVENUE), 78 AND STATE DE1395'HIGHWAY 391 (PINE STREET) IN BATESBURG, GO WEST SOUTHWEST ON HIGHWAY 1 DE1395'FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 305 (OAK STREET), TURN DE1395'RIGHT ON ROAD 305 FOR 0.2 MILE TO THE STATION ON THE RIGHT NEAR A DE1395'METAL RAILROAD SHED ON THE SOUTH SIDE OF A SET OF RAILROAD TRACKS. DE1395'STATION IS A CONCRETE POST PROJECTING 0.7 FOOT AND 1.0 FOOT BELOW THE DE1395'TRACKS, 103.4 FEET EAST NORTHEAST OF THE CENTER OF OAK STREET, 41.4 DE1395'FEET NORTH NORTHWEST OF THE CENTER OF WEST RAILROAD AVENUE (STATE DE1395'ROAD 469), 24.6 FEET SOUTH SOUTHEAST OF THE SOUTH RAIL OF THE TRACKS, DE1395'38.6 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE RAILROAD SHED, DE1395'15.3 FEET EAST SOUTHEAST OF THE SOUTH ONE OF TWO LEGS OF A RAILROAD DE1395'SIGN (BATESBURG), 37.1 FEET WEST SOUTHWEST OF A FIBER OPTIC CABLE DE1395'WARNING POST NUMBE5R 14024 PROJECTING 5-FOOT. RECOVERED BY J.B. DE1395'SMOAK. DE1395 DE1395 STATION RECOVERY (2003) DE1395 DE1395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW) DE1395'STATION IS LOCATED IN BATESBURG, 18.6 MILES WEST SOUTHWEST OF DE1395'LEXINGTON. OWNERSHIP--RAILROAD RIGHT OF WAY. TO REACH THE STATION DE1395'FROM THE JUNCTION OF U.S. HIGHWAYS 1 (WEST COLUMBIA AVENUE), 178 AND DE1395'STATE HIGHWAY 391 (PINE STREET) IN BATESBURG, GO WEST SOUTHWEST ON DE1395'HIGHWAY 1 FOR 0.1 MILE TO THE JUNCTION OF STATE ROAD 305 (OAK DE1395'STREET), TURN RIGHT ON ROAD 305 FOR 0.2 MILE TO THE STATION ON THE DE1395'RIGHT NEAR A METAL RAILROAD SHED ON THE SOUTH SIDE OF A SET OF DE1395'RAILROAD TRACKS. STATION IS A CONCRETE POST PROJECTING 0.7 FOOT AND DE1395'1.0 FOOT BELOW THE TRACKS, 103.4 FEET EAST NORTHEAST OF THE CENTER OF DE1395'OAK STREET (STATE ROAD 305), 41.4 FEET NORTH NORTHWEST OF THE CENTER DE1395'OF WEST RAILROAD AVENUE (STATE ROAD 469), 24.6 FEET SOUTH SOUTHEAST DE1395'OF THE SOUTH RAIL OF THE TRACKS, 38.6 FEET EAST NORTHEAST OF THE DE1395'SOUTHEAST CORNER OF THE RAILROAD SHED, 15.3 FEET EAST SOUTHEAST OF DE1395'THE SOUTH ONE OF TWO LEGS FOR A RAILROAD SIGN (BATESBURG), 37.1 FEET DE1395'WEST SOUTHWEST OF A FIBER OPTIC CABLE WARNING POST NUMBER 14024 DE1395'PROJECTING 5 FEET. RECOVERED BY J.B. SMOAK.