1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3352 *********************************************************************** DD3352 DESIGNATION - 045 034 AZ MK DD3352 PID - DD3352 DD3352 STATE/COUNTY- SC/WILLIAMSBURG DD3352 USGS QUAD - KINGSTREE (1990) DD3352 DD3352 *CURRENT SURVEY CONTROL DD3352 ___________________________________________________________________ DD3352* NAD 83(2001)- 33 39 21.36587(N) 079 47 38.54393(W) ADJUSTED DD3352* NAVD 88 - 18.1 (meters) 59. (feet) VERTCON DD3352 ___________________________________________________________________ DD3352 LAPLACE CORR- -2.67 (seconds) DEFLEC99 DD3352 GEOID HEIGHT- -32.53 (meters) GEOID03 DD3352 DD3352 HORZ ORDER - SECOND DD3352 DD3352 DD3352.The horizontal coordinates were established by classical geodetic methods DD3352.and adjusted by the National Geodetic Survey in March 2004. DD3352 DD3352.The NAVD 88 height was computed by applying the VERTCON shift value to DD3352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DD3352 DD3352.The Laplace correction was computed from DEFLEC99 derived deflections. DD3352 DD3352.The geoid height was determined by GEOID03. DD3352 DD3352; North East Units Scale Factor Converg. DD3352;SPC SC - 202,771.745 721,433.919 MT 0.99979368 +0 40 06.9 DD3352;SPC SC - 665,261.63 2,366,909.18 iFT 0.99979368 +0 40 06.9 DD3352;UTM 17 - 3,724,660.025 611,818.002 MT 0.99975414 +0 40 06.3 DD3352 DD3352! - Elev Factor x Scale Factor = Combined Factor DD3352!SPC SC - 1.00000226 x 0.99979368 = 0.99979594 DD3352!UTM 17 - 1.00000226 x 0.99975414 = 0.99975640 DD3352 DD3352 SUPERSEDED SURVEY CONTROL DD3352 DD3352 NAD 83(1986)- 33 39 21.37485(N) 079 47 38.54684(W) AD( ) 2 DD3352 NAD 27 - 33 39 20.78636(N) 079 47 39.29862(W) AD( ) 2 DD3352 NGVD 29 (07/19/86) 18.4 (m) 60. (f) VERT ANG DD3352 DD3352.Superseded values are not recommended for survey control. DD3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3352.See file dsdata.txt to determine how the superseded data were derived. DD3352 DD3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT1181824660(NAD 83) DD3352_MARKER: DD = SURVEY DISK DD3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD3352_STAMPING: 045 034 AZ MK 1981 DD3352_MARK LOGO: SCGS DD3352_MAGNETIC: N = NO MAGNETIC MATERIAL DD3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD3352+STABILITY: SURFACE MOTION DD3352 DD3352 HISTORY - Date Condition Report By DD3352 HISTORY - 1981 MONUMENTED SCGS DD3352 HISTORY - 19930920 GOOD SCGS DD3352 HISTORY - 20021215 MARK NOT FOUND USPSQD DD3352 HISTORY - 20041129 MARK NOT FOUND USPSQD DD3352 DD3352 STATION DESCRIPTION DD3352 DD3352'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1993 DD3352'STATION IS LOCATED 12.5 MILES (20.1 KM) EAST OF GREELEYVILLE, 2.5 DD3352'MILES (4.0 KM) EAST OF KINGSTREE. OWNERSHIP--SCDOT, DIRECTOR OF DD3352'PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC 29202, PHONE DD3352'803-737-1350. TO REACH THE STATION FROM THE JUNCTION OF STATE DD3352'HIGHWAYS 261 AND 377 IN THE SOUTHEAST PART OF KINGSTREE, GO NORTHEAST DD3352'ON HIGHWAY 261 FOR 1.5 MILES (2.4 KM) TO THE JUNCTION OF STATE ROAD DD3352'569, TURN RIGHT ON ROAD 569 FOR 1.2 MILES (1.9 KM) TO A T-JUNCTION, DD3352'TURN LEFT ON THE PAVED ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON DD3352'THE LEFT AT THE JUNCTION OF STATE ROAD 438. STATION IS A CONCRETE DD3352'POST PROJECTING 0.2 FOOT, 5.5 METERS (18.0 FT) NORTH OF THE CENTER OF DD3352'ROAD 438, 0.9 METER (3.0 FT) SOUTHWEST OF A PAVEMENT ENDS SIGN POST, DD3352'1.2 METERS (3.9 FT) SOUTHEAST OF A WITNESS POST, 1.1 METERS (3.6 FT) DD3352'SOUTHEAST OF THE T-ROAD SIGN POST. DD3352 DD3352 STATION RECOVERY (2002) DD3352 DD3352'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD3352'MARK NOT FOUND. DD3352 DD3352 STATION RECOVERY (2004) DD3352 DD3352'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3352'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD3352'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3364 *********************************************************************** DD3364 DESIGNATION - BOYD DD3364 PID - DD3364 DD3364 STATE/COUNTY- SC/WILLIAMSBURG DD3364 USGS QUAD - GREELEYVILLE (1990) DD3364 DD3364 *CURRENT SURVEY CONTROL DD3364 ___________________________________________________________________ DD3364* NAD 83(2001)- 33 37 28.42880(N) 079 53 00.55632(W) ADJUSTED DD3364* NAVD 88 - 17.70 (+/-2cm) 58.1 (feet) VERTCON DD3364 ___________________________________________________________________ DD3364 LAPLACE CORR- -2.48 (seconds) DEFLEC99 DD3364 GEOID HEIGHT- -32.39 (meters) GEOID03 DD3364 DD3364 HORZ ORDER - FIRST DD3364 VERT ORDER - THIRD ? (See Below) DD3364 DD3364 DD3364.The horizontal coordinates were established by classical geodetic methods DD3364.and adjusted by the National Geodetic Survey in March 2004. DD3364 DD3364.The NAVD 88 height was computed by applying the VERTCON shift value to DD3364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DD3364.The vertical order pertains to the NGVD 29 superseded value. DD3364 DD3364.The Laplace correction was computed from DEFLEC99 derived deflections. DD3364 DD3364.The geoid height was determined by GEOID03. DD3364 DD3364; North East Units Scale Factor Converg. DD3364;SPC SC - 199,199.874 713,176.946 MT 0.99979396 +0 37 08.4 DD3364;SPC SC - 653,542.89 2,339,819.38 iFT 0.99979396 +0 37 08.4 DD3364;UTM 17 - 3,721,088.397 603,561.422 MT 0.99973222 +0 37 06.0 DD3364 DD3364! - Elev Factor x Scale Factor = Combined Factor DD3364!SPC SC - 1.00000230 x 0.99979396 = 0.99979626 DD3364!UTM 17 - 1.00000230 x 0.99973222 = 0.99973452 DD3364 DD3364: Primary Azimuth Mark Grid Az DD3364:SPC SC - BOYD AZ MK 337 17 12.3 DD3364:UTM 17 - BOYD AZ MK 337 17 14.7 DD3364 DD3364|---------------------------------------------------------------------| DD3364| PID Reference Object Distance Geod. Az | DD3364| dddmmss.s | DD3364| DD3342 JACKSONVILLE RICHMOND AY BN 25 APPROX. 7.8 KM 0372555.4 | DD3364| DD3830 BOYD RM 1 52.112 METERS 14838 | DD3364| DD3373 BOYD RM 6 17.758 METERS 20425 | DD3364| DD3831 BOYD RM 2 56.007 METERS 26329 | DD3364| DD3833 BOYD RM 5 12.211 METERS 26644 | DD3364| DD3384 BOYD AZ MK APPROX. 0.7 KM 3375420.7 | DD3364| DD3829 BOYD RM 3 AZIMUTH 3390331.3 | DD3364| DD3383 BOYD RM 7 137.618 METERS 34033 | DD3364| DD3832 BOYD RM 4 33.513 METERS 35108 | DD3364|---------------------------------------------------------------------| DD3364 DD3364 SUPERSEDED SURVEY CONTROL DD3364 DD3364 NAD 83(1986)- 33 37 28.43773(N) 079 53 00.55909(W) AD( ) 1 DD3364 NAD 27 - 33 37 27.84800(N) 079 53 01.29600(W) AD( ) 1 DD3364 NGVD 29 (07/19/86) 18.00 (m) 59.1 (f) LEVELING 3 DD3364 DD3364.Superseded values are not recommended for survey control. DD3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3364.See file dsdata.txt to determine how the superseded data were derived. DD3364 DD3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0356121088(NAD 83) DD3364_MARKER: DS = TRIANGULATION STATION DISK DD3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD3364_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DD3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD3364+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004 DD3364 DD3364 HISTORY - Date Condition Report By DD3364 HISTORY - 1934 MONUMENTED CGS DD3364 HISTORY - 1970 GOOD NGS DD3364 HISTORY - 1979 GOOD NGS DD3364 HISTORY - 1982 GOOD SCGS DD3364 HISTORY - 20020823 GOOD INDIV DD3364 HISTORY - 20041129 GOOD USPSQD DD3364 DD3364 STATION DESCRIPTION DD3364 DD3364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RDH) DD3364'ABOUT 5 MILES WEST OF KINGSTREE. TO REACH FROM KINGSTREE, GO DD3364'2.5 MILES NORTHWEST TO JUNCTION OF U.S. HIGHWAYS 521 AND 17, DD3364'FOLLOW U.S. HIGHWAY 17 SOUTHWEST 1.0 MILE TO BELSERS CROSSROADS DD3364'(TEXACO SERVICE STATION ON LEFT AND STANDARD SERVICE STATION ON DD3364'RIGHT), TURN LEFT ONTO DIRT ROAD JUST SOUTH OF TEXACO STATION DD3364'AND GO 1.5 MILES TO STATION IN SOUTHWEST ANGLE OF T-ROAD DD3364'INTERSECTION, 150 FEET WEST OF HOUSE (EAST OF T-ROAD DD3364'INTERSECTION) AND 44 FEET SOUTH OF INTERSECTION. SURFACE AND DD3364'UNDERGROUND MARK ARE STANDARD DISKS IN CONCRETE. DD3364'UPPER MARK PROJECTS 1 FOOT. REFERENCE AND AZIMUTH DD3364'MARKS ARE STANDARD DISKS IN CONCRETE. REFERENCE DD3364'MARK NO. 1 PROJECTS 1 FOOT AND IS IN EDGE OF PLOWED FIELD, 15 DD3364'FEET EAST OF CENTER LINE OF DIRT ROAD TO SOUTH AND 171.00 DD3364'FEET FROM STATION S 31 DEG 23 MIN E. REFERENCE MARK NO. DD3364'2 PROJECTS 1 FOOT AND IS 10 FEET SOUTH OF CENTER LINE OF T-ROAD DD3364'AND 183.75 FEET FROM STATION S 83 DEG 28 MIN W. DD3364'REFERENCE MARK NO. 3 (AZIMUTH) PROJECTS 1 FOOT AND IS 24 DD3364'FEET EAST OF CENTER LINE OF DIRT ROAD, 6 FEET SOUTH OF DD3364'CENTER LINE OF FARM ROAD TO EAST AND 0.5 MILE FROM STATION DD3364'N 20 DEG 57 MIN W. DD3364 DD3364 STATION RECOVERY (1970) DD3364 DD3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) DD3364'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION. DD3364'REFERENCE MARK 2 WAS FOUND DESTROYED AND LAYING ON THE GROUND NEAR DD3364'THE STATION. REFERENCE MARK 3, USED AS AN AZIMUTH WAS SEARCHED FOR DD3364'BY THE RECONNAISSANCE PARTY AND WAS NOT FOUND. THE DISTANCE AND DD3364'DIRECTION TO REFERENCE MARK 1 CHECKED. A NEW REFERENCE MARK DD3364'4 AND AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. DUE TO VARIOUS DD3364'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. DD3364' DD3364'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF GREELEYVILLE, 7 MILES DD3364'NORTH OF LANE, 1-3/4 MILES SOUTHEAST OF U.S. HIGHWAY 52 AND IN THE DD3364'SOUTHWEST ANGLE OF THE T INTERSECTION OF ROUTES S-45-197 AND DD3364'S-45-220 ON THE ROAD RIGHT-OF-WAY. DD3364' DD3364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE DD3364'HIGHWAY 261 ABOUT 3 MILES WEST OF KINGSTREE, GO SOUTHWEST ON DD3364'HIGHWAY 52 FOR 1.0 MILE TO A SIDE ROAD LEFT (S-45-197). TURN LEFT DD3364'AND GO SOUTH ON S-45-197 FOR 1.25 MILES TO THE AZ MK ON THE RIGHT AS DD3364'DESCRIBED. CONTINUE SOUTH ON S-45-197 FOR 0.45 MILE TO A SIDE DD3364'ROAD RIGHT (S-45-220) AND STATION ON RIGHT AS DESCRIBED. DD3364' DD3364'STATION MARK, STAMPED BOYD 1934 IS SET IN A ROUND CONCRETE POST DD3364'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE. IT IS 40 DD3364'FEET WEST OF CENTER OF S-45-197, 33.5 FEET SOUTH OF CENTER OF DD3364'S-45-220, 27 FEET EAST OF A TWIN TRUNKED PINE TREE AND 7 FEET DD3364'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE POST NUMBERED D2-10. DD3364' DD3364'RM 1, STAMPED BOYD NO 1 1934 IS SET IN A ROUND CONCRETE POST WHICH DD3364'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE. IT IS 151 FEET DD3364'NORTH OF CENTER OF A FIELD ROAD, 25 FEET SOUTH OF A POWER POLE DD3364'NUMBER 23-7-B, 23 FEET EAST OF CENTER OF S-45-197 AND 1.5 FEET DD3364'SOUTHWEST OF A METAL WITNESS POST. DD3364' DD3364'RM 4, STAMPED BOYD NO 4 1934 1970 IS SET IN A ROUND CONCRETE POST DD3364'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE. IT IS 76.5 DD3364'FEET NORTH OF CENTER OF S-45-220, 26 FEET WEST OF CENTER OF DD3364'S-45-197, 3 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF DD3364'A POWER POLE. DD3364' DD3364'AZ MK, STAMPED BOYD 1934 1970 IS SET IN A ROUND CONCRETE POST WHICH DD3364'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE. IT IS 40 FEET DD3364'EAST OF POWER POLE NUMBER 15-97 B, 24 FEET WEST OF CENTER OF ROUTE DD3364'S-45-197, 3.2 FEET SOUTH OF A METAL WITNESS POST AND 1.2 FEET DD3364'SOUTH OF A POWER POLE. DD3364' DD3364'W 43, STAMPED W 43 59 FEET 1934 IS A U.S. GEOLOGICAL SURVEY BENCH DD3364'MARK SET IN A 6 BY 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT DD3364'1-INCH ABOVE THE GROUND SURFACE. IT IS 38.5 FEET SOUTH OF CENTER DD3364'OF S-45-220, 30.5 FEET WEST OF CENTER OF S-45-197, 37 FEET EAST OF DD3364'THE TWIN TRUNKED PINE TREE AND 6 FEET EAST OF THE TELEPHONE DD3364'CABLE POST D2-10. DD3364' DD3364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES DD3364'SOUTHWEST OF KINGSTREE. DD3364' DD3364'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET. DD3364 DD3364 STATION RECOVERY (1979) DD3364 DD3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) DD3364'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 4 WERE FOUND AS DD3364'DESCRIBED AND IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND UPROOTED DD3364'BY GRADING. W 43 USGS WAS NOT FOUND AND ASSUMED DESTROYED. THE DD3364'DISTANCE TO REFERENCE MARK 4 CHECKED. THE LINE OF SIGHT TO THE DD3364'AZIMUTH MARK IS OBSTRUCTED BY TREES. REFERENCE MARK 5 WAS SET AT THIS DD3364'TIME. THE 1970 RECOVERY NOTE IS GOOD WITH THE FOLLOWING. DD3364' DD3364'THE STATION MARK IS 1 FOOT EAST OF A METAL WITNESS POST. DD3364' DD3364'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---BOYD 1934 NO 5 1979--- DD3364'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 12 INCHES, 80 FEET DD3364'WEST OF THE CENTERLINE OF ROAD S 45-197 AND 35 FEET SOUTH OF THE DD3364'CENTERLINE OF ROAD S 45-220. DD3364 DD3364 STATION RECOVERY (1982) DD3364 DD3364'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1982 (MJH) DD3364'THE STATION MARK, RM 4, RM 5, AND AZIMUTH MARK WERE RECOVERED IN GOOD DD3364'CONDITION. THE MARKS ARE TO CLOSE TO ROAD TO BUILD A TOWER OVER. DD3364'RM 6 WAS SET AND USED FOR STATION AT THIS TIME. THE DISTANCE TO RM 4 DD3364'AND RM 5 CHECKED. THE DIRECTION BETWEEN RM 4 AND RM 5 DID NOT CHECK DD3364'BY 2 MIN 50 SEC. THE AZIMUTH MARK IS OBSTRUCTED, RM 7 WAS SET AND DD3364'USED FOR AZIMUTH AT THIS TIME. DD3364' DD3364'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST OF DD3364'GREELEYVILLE, ABOUT 11.3 KM (7.0 MI) NORTH OF LANE, ABOUT 2.8 KM DD3364'(1.75 MI) SOUTHEAST OF HIGHWAY 52, ON THE HIGHWAY RIGHT-OF-WAY AT THE DD3364'JUNCTION OF HIGHWAYS S-45-197 AND S-45-220. FOR INFORMATION CONTACT-- DD3364'MR. GEORGE WEATHERS, PRECONSTRUCTION ENGINEER, P.O. BOX 191, DD3364'COLUMBIA, S.C. 29202, PHONE (803) 758-3414. DD3364' DD3364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE DD3364'HIGHWAY 261, ABOUT 3 MILES WEST OF KINGSTREE, GO SOUTHWEST ON U.S. DD3364'HIGHWAY 52 FOR 1.6 KM (1.0 MI) TO SIDE ROAD LEFT, TURN LEFT, GO SOUTH DD3364'ON HIGHWAY S-45-197 FOR 1.5 KM (1.3 MI) TO THE AZIMUTH MARK ON LEFT. DD3364'CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A SIDE ROAD RIGHT, HIGHWAY DD3364'S-45-220, AND THE STATION ON RIGHT. DD3364' DD3364'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NGS) DISK DD3364'STAMPED---BOYD 1934---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT DD3364'30 CM IN DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND LOCATED 12.3 DD3364'METERS W FROM THE CENTER OF COUNTY ROAD S-45-197, 9.8 METERS S FROM DD3364'THE CENTER OF COUNTY ROAD S-45-220, 0.3 METERS SE FROM A METAL DD3364'WITNESS POST, AND 2.0 METERS NE FROM A TELEPHONE CABLE JUNCTION BOX. DD3364'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW DD3364'NGS) DISK STAMPED---BOYD 1934---SET INTO AN IRREGULAR MASS OF DD3364'CONCRETE 1.2 METERS BELOW THE SURFACE. DD3364' DD3364'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW DD3364'NGS) DISK STAMPED---BOYD NO 4 1934 1970---SET INTO THE TOP OF A DD3364'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 4 INCHES ABOVE DD3364'THE GROUND LOCATED 7.7 METERS W FROM THE CENTER OF COUNTY ROAD DD3364'S-45-197, 23.2 METERS N FROM THE CENTER OF COUNTY ROAD S-45-220, 1.0 DD3364'METERS S FROM A METAL WITNESS POST, 0.4 METERS S FROM A POWER LINE DD3364'POLE, AND IS LEVEL WITH THE STATION. DD3364' DD3364'REFERENCE MARK NO. 5 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW DD3364'NGS) DISK STAMPED---BOYD NO 5 1934 1979---SET INTO THE TOP OF A DD3364'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 9 INCHES ABOVE DD3364'THE GROUND LOCATED 7.5 METERS S FROM THE CENTER OF COUNTY ROAD DD3364'S-45-197, 24.4 METERS W FROM THE CENTER OF COUNTY ROAD S-45-220, 12.0 DD3364'METERS NNW FROM A METAL WITNESS POST, 13.8 METERS NW FROM A TELEPHONE DD3364'CABLE JUNCTION BOX, AND IS LEVEL WITH THE STATION. DD3364' DD3364'REFERENCE MARK NO. 6 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DD3364'DISK STAMPED---BOYD 1934 1981 RM 6---SET INTO THE TOP OF A ROUND DD3364'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE DD3364'GROUND LOCATED 23.0 METERS W FROM THE CENTER OF COUNTY ROAD S-45-197, DD3364'23.7 METERS S FROM THE CENTER OF COUNTY ROAD S-45-220, 17.7 METERS SW DD3364'FROM A METAL WITNESS POST, 17.4 METERS SW FROM A TELEPHONE CABLE DD3364'JUNCTION BOX, AND IS LEVEL WITH THE STATION. DD3364' DD3364'REFERENCE MARK NO. 7 IS A STANDARD SOUTH CAROLINA GEODETIC SURVEY DISK DD3364'STAMPED---BOYD 1934 RM 7 1981---SET INTO THE TOP OF A ROUND DD3364'CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 INCHES ABOVE THE DD3364'GROUND. LOCATED 8.4 METERS W FROM THE DD3364'CENTER OF COUNTY ROAD S-45-197, 0.3 METERS S FROM A METAL WITNESS DD3364'POST, AND 2.9 METERS S FROM POWER LINE POLE. DD3364'TO REACH THE AZIMUTH MARK RM 7 FROM THE DD3364'STATION, GO NORTHEAST ON COUNTY ROAD FOR 0.3 KM (0.20 MI) TO THE MARK DD3364'ON THE LEFT. DD3364 DD3364 STATION RECOVERY (2002) DD3364 DD3364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRM) DD3364'NEARBY TREES. ACCEPTABLE GPS SITE WITH TALL TRIPOD. DD3364 DD3364 STATION RECOVERY (2004) DD3364 DD3364'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3364'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3348 *********************************************************************** DD3348 DESIGNATION - EAST DD3348 PID - DD3348 DD3348 STATE/COUNTY- SC/WILLIAMSBURG DD3348 USGS QUAD - KINGSTREE (1990) DD3348 DD3348 *CURRENT SURVEY CONTROL DD3348 ___________________________________________________________________ DD3348* NAD 83(2001)- 33 39 45.89112(N) 079 49 17.32618(W) ADJUSTED DD3348* NAVD 88 - 18.5 (meters) 61. (feet) VERTCON DD3348 ___________________________________________________________________ DD3348 LAPLACE CORR- -2.59 (seconds) DEFLEC99 DD3348 GEOID HEIGHT- -32.48 (meters) GEOID03 DD3348 DD3348 HORZ ORDER - SECOND DD3348 DD3348 DD3348.The horizontal coordinates were established by classical geodetic methods DD3348.and adjusted by the National Geodetic Survey in March 2004. DD3348 DD3348.The NAVD 88 height was computed by applying the VERTCON shift value to DD3348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DD3348 DD3348.The Laplace correction was computed from DEFLEC99 derived deflections. DD3348 DD3348.The geoid height was determined by GEOID03. DD3348 DD3348; North East Units Scale Factor Converg. DD3348;SPC SC - 203,497.810 718,880.830 MT 0.99979366 +0 39 12.1 DD3348;SPC SC - 667,643.73 2,358,532.91 iFT 0.99979366 +0 39 12.1 DD3348;UTM 17 - 3,725,386.063 609,265.025 MT 0.99974718 +0 39 12.0 DD3348 DD3348! - Elev Factor x Scale Factor = Combined Factor DD3348!SPC SC - 1.00000219 x 0.99979366 = 0.99979585 DD3348!UTM 17 - 1.00000219 x 0.99974718 = 0.99974937 DD3348 DD3348: Primary Azimuth Mark Grid Az DD3348:SPC SC - KINGSTREE S MUN TANK 042 27 36.1 DD3348:UTM 17 - KINGSTREE S MUN TANK 042 27 36.2 DD3348 DD3348|---------------------------------------------------------------------| DD3348| PID Reference Object Distance Geod. Az | DD3348| dddmmss.s | DD3348| DD3346 KINGSTREE S MUN TANK 481.183 METERS 0430648.2 | DD3348| DD3936 EAST RM 1 11439 | DD3348| DD3937 EAST RM 2 6.029 METERS 16033 | DD3348|---------------------------------------------------------------------| DD3348 DD3348 SUPERSEDED SURVEY CONTROL DD3348 DD3348 NAD 83(1986)- 33 39 45.90007(N) 079 49 17.32911(W) AD( ) 2 DD3348 NAD 27 - 33 39 45.31281(N) 079 49 18.07825(W) AD( ) 2 DD3348 NGVD 29 (07/19/86) 18.8 (m) 62. (f) VERT ANG DD3348 DD3348.Superseded values are not recommended for survey control. DD3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3348.See file dsdata.txt to determine how the superseded data were derived. DD3348 DD3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0926525386(NAD 83) DD3348_MARKER: DS = TRIANGULATION STATION DISK DD3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD3348_MAGNETIC: N = NO MAGNETIC MATERIAL DD3348 DD3348 HISTORY - Date Condition Report By DD3348 HISTORY - 1970 MONUMENTED NGS DD3348 HISTORY - 1979 MARK NOT FOUND NGS DD3348 HISTORY - 20041129 MARK NOT FOUND USPSQD DD3348 DD3348 STATION DESCRIPTION DD3348 DD3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) DD3348'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE DOWNTOWN BUSINESS DD3348'SECTION OF KINGSTREE AND ON ROAD RIGHT-OF-WAY ON THE WEST SIDE OF DD3348'STATE HIGHWAY 377. DD3348' DD3348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 261 AND DD3348'377, IN THE EAST EDGE OF KINGSTREE, GO SOUTHERLY ON STATE HIGHWAY DD3348'377 FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED. DD3348' DD3348'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS. DD3348' DD3348'STATION MARK, STAMPED EAST 1970, IS SET FLUSH. IT IS 159 FEET DD3348'SOUTH OF POWER POLE 4, 30 FEET WEST OF CENTER OF STATE HIGHWAY 377, DD3348'22.7 FEET NORTH OF POWER POLE 4-1 AND 21 FEET NORTH OF A METAL DD3348'WITNESS POST. DD3348' DD3348'RM 1, STAMPED EAST NO 1 1970, IS SET FLUSH. IT IS 107.5 FEET DD3348'NORTH OF TELEPHONE LINE POLE S-54, 75.9 FEET SOUTHEAST OF THE DD3348'WITNESS POST, 75.5 FEET SOUTHEAST OF POWER POLE 4-1 AND 33.1 FEET DD3348'EAST OF CENTER OF STATE HIGHWAY 377. DD3348' DD3348'RM 2, STAMPED EAST NO 2 1970, IS SET FLUSH. IT IS 30.5 FEET WEST DD3348'OF CENTER OF STATE HIGHWAY 377, 2.8 FEET NORTH OF POWER POLE 4-1 DD3348'AND 1.1 FEET NORTH OF THE METAL WITNESS POST. DD3348' DD3348'NOTICE--NO AZ MK SET AT THIS STATION. DD3348' DD3348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. DD3348 DD3348 STATION RECOVERY (1979) DD3348 DD3348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) DD3348'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND UPROOTED AND DD3348'LAYING IN A FIELD. REFERENCE MARK 2 WAS NOT FOUND AND THIS STATION DD3348'SHOULD BE CONSIDERED DESTROYED SINCE THE STREET HAS BEEN WIDENED DD3348'RECENTLY. IT WAS A 2 LANE STREET WHEN THE STATION WAS BUILT AND IS DD3348'NOW A 4 LANE STREET. DD3348 DD3348 STATION RECOVERY (2004) DD3348 DD3348'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3348'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD3348'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0592 *********************************************************************** DD0592 DESIGNATION - J 44 DD0592 PID - DD0592 DD0592 STATE/COUNTY- SC/WILLIAMSBURG DD0592 USGS QUAD - KINGSTREE (1990) DD0592 DD0592 *CURRENT SURVEY CONTROL DD0592 ___________________________________________________________________ DD0592* NAD 83(1986)- 33 40 22. (N) 079 49 33. (W) SCALED DD0592* NAVD 88 - 19.056 (meters) 62.52 (feet) ADJUSTED DD0592 ___________________________________________________________________ DD0592 GEOID HEIGHT- -32.47 (meters) GEOID03 DD0592 DYNAMIC HT - 19.037 (meters) 62.46 (feet) COMP DD0592 MODELED GRAV- 979,630.0 (mgal) NAVD 88 DD0592 DD0592 VERT ORDER - SECOND CLASS 0 DD0592 DD0592.The horizontal coordinates were scaled from a topographic map and have DD0592.an estimated accuracy of +/- 6 seconds. DD0592 DD0592.The orthometric height was determined by differential leveling DD0592.and adjusted by the National Geodetic Survey in June 1991. DD0592 DD0592.The geoid height was determined by GEOID03. DD0592 DD0592.The dynamic height is computed by dividing the NAVD 88 DD0592.geopotential number by the normal gravity value computed on the DD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0592.degrees latitude (g = 980.6199 gals.). DD0592 DD0592.The modeled gravity was interpolated from observed gravity values. DD0592 DD0592; North East Units Estimated Accuracy DD0592;SPC SC - 204,610. 718,460. MT (+/- 180 meters Scaled) DD0592 DD0592 SUPERSEDED SURVEY CONTROL DD0592 DD0592 NGVD 29 (03/21/89) 19.343 (m) 63.46 (f) ADJUSTED 2 0 DD0592 DD0592.Superseded values are not recommended for survey control. DD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0592.See file dsdata.txt to determine how the superseded data were derived. DD0592 DD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT088264(NAD 83) DD0592_MARKER: DB = BENCH MARK DISK DD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0592_STAMPING: J 44 1935 DD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0592+STABILITY: SURFACE MOTION DD0592 DD0592 HISTORY - Date Condition Report By DD0592 HISTORY - 1935 MONUMENTED CGS DD0592 HISTORY - 1982 MARK NOT FOUND USGS DD0592 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0592 DD0592 STATION DESCRIPTION DD0592 DD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DD0592'0.8 MI NE FROM KINGSTREE. DD0592'J-44 IS LOCATED 0.75 OF MILE NORTHEAST OF THE ATLANTIC COAST DD0592'LINE RWY. STATION AT KINGSTREE, 5 TELEGRAPH POLES SOUTHWEST DD0592'OF AUTOMATIC SIGNAL TOWERS 3300 AND 3301, 80 YARDS SOUTH OF A DD0592'SAWMILL, 76 YARDS NORTH OF A SIDE TRACK SWITCH, 53.5 FT. NORTHWEST DD0592'OF NORTHWEST RAIL OF NORTHWEST MAINLINE TRACK, 15 FT. SOUTH OF DD0592'A LARGE OAK TREE, 10 FT. WEST OF WEST RAIL SIDE TRACK, 2 FT. DD0592'NORTH OF CORNER OF FENCE AT NORTHEAST CORNER OF YARD. STANDARD DD0592'TABLET SET IN TOP OF A CONCRETE POST 2 IN HIGH. DD0592 DD0592 STATION RECOVERY (1982) DD0592 DD0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0592'MARK NOT FOUND. DD0592 DD0592 STATION RECOVERY (2004) DD0592 DD0592'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0592'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0592'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0626 *********************************************************************** DD0626 DESIGNATION - K 32 DD0626 PID - DD0626 DD0626 STATE/COUNTY- SC/WILLIAMSBURG DD0626 USGS QUAD - KINGSTREE (1990) DD0626 DD0626 *CURRENT SURVEY CONTROL DD0626 ___________________________________________________________________ DD0626* NAD 83(1986)- 33 40 58. (N) 079 46 01. (W) SCALED DD0626* NAVD 88 - 20.188 (meters) 66.23 (feet) POSTED DD0626 ___________________________________________________________________ DD0626 GEOID HEIGHT- -32.58 (meters) GEOID03 DD0626 DYNAMIC HT - 20.170 (meters) 66.17 (feet) COMP DD0626 MODELED GRAV- 979,630.2 (mgal) NAVD 88 DD0626 DD0626 VERT ORDER - * POSTED, Code B , SEE BELOW DD0626 DD0626.The horizontal coordinates were scaled from a topographic map and have DD0626.an estimated accuracy of +/- 6 seconds. DD0626 DD0626.The orthometric height was determined by differential leveling DD0626.and adjusted by the National Geodetic Survey in 1992. DD0626.* This is a POSTED BENCH MARK height. Code B indicates a distribution DD0626.rate of 1.1 thru 2.0 mm/km. DD0626 DD0626.The geoid height was determined by GEOID03. DD0626 DD0626.The dynamic height is computed by dividing the NAVD 88 DD0626.geopotential number by the normal gravity value computed on the DD0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0626.degrees latitude (g = 980.6199 gals.). DD0626 DD0626.The modeled gravity was interpolated from observed gravity values. DD0626 DD0626; North East Units Estimated Accuracy DD0626;SPC SC - 205,780. 723,910. MT (+/- 180 meters Scaled) DD0626 DD0626 SUPERSEDED SURVEY CONTROL DD0626 DD0626 NGVD 29 (03/21/89) 20.480 (m) 67.19 (f) ADJUSTED 2 0 DD0626 DD0626.Superseded values are not recommended for survey control. DD0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0626.See file dsdata.txt to determine how the superseded data were derived. DD0626 DD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT142276(NAD 83) DD0626_MARKER: DB = BENCH MARK DISK DD0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0626_STAMPING: K 32 1934 DD0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0626+STABILITY: SURFACE MOTION DD0626 DD0626 HISTORY - Date Condition Report By DD0626 HISTORY - 1934 MONUMENTED CGS DD0626 HISTORY - 1935 GOOD NGS DD0626 HISTORY - 1982 MARK NOT FOUND USGS DD0626 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0626 DD0626 STATION DESCRIPTION DD0626 DD0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0626'3.7 MI E FROM KINGSTREE. DD0626'3.7 MILES EAST ALONG STATE HIGHWAY 175 FROM THE COURTHOUSE AT DD0626'KINGSTREE, WILLIAMSBURG COUNTY, 225 FEET SOUTH OF THE C. CYRUS DD0626'RESIDENCE, AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, DD0626'AND SET IN THE TOP OF A CONCRETE POST. DD0626 DD0626 STATION RECOVERY (1982) DD0626 DD0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0626'MARK NOT FOUND. DD0626 DD0626 STATION RECOVERY (2004) DD0626 DD0626'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0626'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0626'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3356 *********************************************************************** DD3356 DESIGNATION - KINGSTREE FTC TWR DD3356 PID - DD3356 DD3356 STATE/COUNTY- SC/WILLIAMSBURG DD3356 USGS QUAD - KINGSTREE (1990) DD3356 DD3356 *CURRENT SURVEY CONTROL DD3356 ___________________________________________________________________ DD3356* NAD 83(2001)- 33 40 11.57277(N) 079 48 57.72438(W) ADJUSTED DD3356* NAVD 88 - DD3356 ___________________________________________________________________ DD3356 LAPLACE CORR- -2.61 (seconds) DEFLEC99 DD3356 GEOID HEIGHT- -32.49 (meters) GEOID03 DD3356 DD3356 HORZ ORDER - THIRD DD3356 DD3356 DD3356.The horizontal coordinates were established by classical geodetic methods DD3356.and adjusted by the National Geodetic Survey in March 2004. DD3356 DD3356 DD3356.The Laplace correction was computed from DEFLEC99 derived deflections. DD3356 DD3356.The geoid height was determined by GEOID03. DD3356 DD3356; North East Units Scale Factor Converg. DD3356;SPC SC - 204,294.619 719,376.640 MT 0.99979366 +0 39 23.0 DD3356;SPC SC - 670,257.94 2,360,159.58 iFT 0.99979366 +0 39 23.0 DD3356;UTM 17 - 3,726,182.837 609,760.811 MT 0.99974852 +0 39 23.3 DD3356 DD3356 SUPERSEDED SURVEY CONTROL DD3356 DD3356 NAD 83(1986)- 33 40 11.58171(N) 079 48 57.72734(W) AD( ) 4 DD3356 NAD 27 - 33 40 10.99441(N) 079 48 58.47783(W) AD( ) 3 DD3356 DD3356.Superseded values are not recommended for survey control. DD3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3356.See file dsdata.txt to determine how the superseded data were derived. DD3356 DD3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0976126183(NAD 83) DD3356_MARKER: 43 = RADIO/TV TOWER DD3356 DD3356 HISTORY - Date Condition Report By DD3356 HISTORY - 1982 FIRST OBSERVED MJH DD3356 HISTORY - 20021215 MARK NOT FOUND USPSQD DD3356 HISTORY - 20041129 MARK NOT FOUND USPSQD DD3356 DD3356 STATION DESCRIPTION DD3356 DD3356'DESCRIBED BY MITCHELL JONES AND HARDEN INCORPORATED 1982 (MJH) DD3356'THE STATION, KINGSTREE FARMERS TELEPHONE COOPERATIVE TOWER, IS A DD3356'SKELETON STEEL TOWER SUPPORTED BY THREE ANGULAR STEEL LEGS WITH A DD3356'HEIGHT OF ABOUT 225 FEET. POINT INTERSECTED IS THE LIGHT ON TOP, NOT DD3356'CENTERED. THE TOWER IS RED AND WHITE AND IS OWNED BY FARMERS DD3356'TELEPHONE COOPERATIVE. DD3356' DD3356'THE STATION IS LOCATED 0.4 MILE NE OF HIGHWAYS 377 AND 261 IN EAST DD3356'PART OF TOWN, 0.2 MILE NW OF 261, AT COMPANY MAINTENANCE BUILDING, DD3356'0.1 MILE EAST OF EASTLAND AVENUE. DD3356'DESCRIBED BY GEORGE R. HEID. DD3356 DD3356 STATION RECOVERY (2002) DD3356 DD3356'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD3356'MARK NOT FOUND. DD3356 DD3356 STATION RECOVERY (2004) DD3356 DD3356'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3356'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD3356'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3343 *********************************************************************** DD3343 DESIGNATION - KINGSTREE N MUN TANK DD3343 PID - DD3343 DD3343 STATE/COUNTY- SC/WILLIAMSBURG DD3343 USGS QUAD - KINGSTREE (1990) DD3343 DD3343 *CURRENT SURVEY CONTROL DD3343 ___________________________________________________________________ DD3343* NAD 83(2001)- 33 41 17.41276(N) 079 49 21.32050(W) ADJUSTED DD3343* NAVD 88 - DD3343 ___________________________________________________________________ DD3343 LAPLACE CORR- -2.58 (seconds) DEFLEC99 DD3343 GEOID HEIGHT- -32.48 (meters) GEOID03 DD3343 DD3343 HORZ ORDER - THIRD DD3343 DD3343 DD3343.The horizontal coordinates were established by classical geodetic methods DD3343.and adjusted by the National Geodetic Survey in March 2004. DD3343 DD3343 DD3343.The Laplace correction was computed from DEFLEC99 derived deflections. DD3343 DD3343.The geoid height was determined by GEOID03. DD3343 DD3343; North East Units Scale Factor Converg. DD3343;SPC SC - 206,315.667 718,745.833 MT 0.99979371 +0 39 09.9 DD3343;SPC SC - 676,888.67 2,358,090.00 iFT 0.99979371 +0 39 09.9 DD3343;UTM 17 - 3,728,203.789 609,130.026 MT 0.99974682 +0 39 11.3 DD3343 DD3343 SUPERSEDED SURVEY CONTROL DD3343 DD3343 NAD 83(1986)- 33 41 17.42167(N) 079 49 21.32349(W) AD( ) 4 DD3343 NAD 27 - 33 41 16.83439(N) 079 49 22.07154(W) AD( ) 3 DD3343 DD3343.Superseded values are not recommended for survey control. DD3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3343.See file dsdata.txt to determine how the superseded data were derived. DD3343 DD3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0913028204(NAD 83) DD3343_MARKER: 53 = ELEVATED TANK DD3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD3343+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004 DD3343 DD3343 HISTORY - Date Condition Report By DD3343 HISTORY - 1970 FIRST OBSERVED NGS DD3343 HISTORY - 1982 GOOD MJH DD3343 HISTORY - 20021215 GOOD USPSQD DD3343 HISTORY - 20041129 GOOD USPSQD DD3343 DD3343 STATION DESCRIPTION DD3343 DD3343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) DD3343'THE STATION, KINGSTREE MUNICIPAL WATER TANK, IS THE TOP CENTER OF THE DD3343'FINIAL OF THE GREY PAINTED WATER TANK THAT IS SUPPORTED BY 5 LEGS. DD3343'THE TANK HAS KINGSTREE PAINTED ON THE EAST AND WEST SIDE OF THE DD3343'TANK AND IS ABOUT 160 FEET HIGH. DD3343' DD3343'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH-NORTHEAST OF THE DD3343'BUSINESS SECTION OF KINGSTREE AND 0.1 MILE WEST OF U.S. HIGHWAY 52. DD3343' DD3343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE DD3343'HIGHWAY 261 IN THE SOUTH EDGE OF KINGSTREE, GO NORTHWEST ON U.S. DD3343'HIGHWAY 52 FOR 0.6 MILE TO THE JUNCTION ON STATE HIGHWAY 527 ON DD3343'LEFT. KEEP RIGHT AND CONTINUE NORTHEAST ON U.S. HIGHWAY 52 FOR DD3343'1.4 MILES TO A SIDE STREET LEFT. TURN LEFT AND GO 0.1 MILE DD3343'WESTERLY TO STATION ON LEFT. DD3343' DD3343'(NOTICE--THIS IS THE NORTH TANK OF TWO IDENTICAL LOOKING WATER DD3343'TANKS IN KINGSTREE.) DD3343 DD3343 STATION RECOVERY (1982) DD3343 DD3343'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1982 (MJH) DD3343'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. DD3343'THE STATION, KINGSTREE NORTH MUNICIPAL TANK 1970, HAS A DOME SHAPED DD3343'TOP SUPPORTED BY FIVE LEGS WITH A HEIGHT OF 160 FEET. POINT DD3343'INTERSECTED IS APEX OF THE VENT ON TOP OF THE TANK. THE TANK IS PALE DD3343'GREEN WITH KINGSTREE PAINTED ON THE EAST AND WEST SIDES AND IS OWNED DD3343'BY THE CITY. DD3343' DD3343'THE STATION IS LOCATED ABOUT 1.75 MILES NORTH-NORTHEAST OF THE DD3343'BUSINESS SECTION OF KINGSTREE AND 0.1 MILE WEST OF U.S. HIGHWAY 52. DD3343'DESCRIPTION BY GEORGE R. HEID. DD3343 DD3343 STATION RECOVERY (2002) DD3343 DD3343'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD3343'RECOVERED IN GOOD CONDITION. DD3343 DD3343 STATION RECOVERY (2004) DD3343 DD3343'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3343'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD3346 *********************************************************************** DD3346 DESIGNATION - KINGSTREE S MUN TANK DD3346 PID - DD3346 DD3346 STATE/COUNTY- SC/WILLIAMSBURG DD3346 USGS QUAD - KINGSTREE (1990) DD3346 DD3346 *CURRENT SURVEY CONTROL DD3346 ___________________________________________________________________ DD3346* NAD 83(2001)- 33 39 57.29191(N) 079 49 04.56101(W) ADJUSTED DD3346* NAVD 88 - DD3346 ___________________________________________________________________ DD3346 LAPLACE CORR- -2.61 (seconds) DEFLEC99 DD3346 GEOID HEIGHT- -32.49 (meters) GEOID03 DD3346 DD3346 HORZ ORDER - THIRD DD3346 DD3346 DD3346.The horizontal coordinates were established by classical geodetic methods DD3346.and adjusted by the National Geodetic Survey in March 2004. DD3346 DD3346 DD3346.The Laplace correction was computed from DEFLEC99 derived deflections. DD3346 DD3346.The geoid height was determined by GEOID03. DD3346 DD3346; North East Units Scale Factor Converg. DD3346;SPC SC - 203,852.729 719,205.599 MT 0.99979366 +0 39 19.2 DD3346;SPC SC - 668,808.17 2,359,598.42 iFT 0.99979366 +0 39 19.2 DD3346;UTM 17 - 3,725,740.966 609,589.778 MT 0.99974806 +0 39 19.2 DD3346 DD3346 SUPERSEDED SURVEY CONTROL DD3346 DD3346 NAD 83(1986)- 33 39 57.30085(N) 079 49 04.56396(W) AD( ) 4 DD3346 NAD 27 - 33 39 56.71350(N) 079 49 05.31334(W) AD( ) 3 DD3346 DD3346.Superseded values are not recommended for survey control. DD3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD3346.See file dsdata.txt to determine how the superseded data were derived. DD3346 DD3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT0959025741(NAD 83) DD3346_MARKER: 53 = ELEVATED TANK DD3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DD3346+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004 DD3346 DD3346 HISTORY - Date Condition Report By DD3346 HISTORY - 1970 FIRST OBSERVED NGS DD3346 HISTORY - 1982 GOOD MJH DD3346 HISTORY - 20021215 GOOD USPSQD DD3346 HISTORY - 20041129 GOOD USPSQD DD3346 DD3346 STATION DESCRIPTION DD3346 DD3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) DD3346'THE STATION, KINGSTREE MUNICIPAL WATER TANK, IS THE TOP CENTER OF THE DD3346'FINIAL OF THE GREY PAINTED WATER TANK THAT IS SUPPORTED BY 5 LEGS. DD3346'THE TANK HAS KINGSTREE PAINTED ON THE NORTH AND SOUTH SIDE OF TANK DD3346'AND IS ABOUT 150 FEET HIGH. DD3346' DD3346'STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE DOWNTOWN BUSINESS DD3346'SECTION OF KINGSTREE AND ON THE WEST SIDE OF SOUTH EASTLAND DD3346'AVENUE. DD3346' DD3346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 261 AND DD3346'377 IN THE EAST EDGE OF KINGSTREE, GO NORTHEAST ON HIGHWAY 261 FOR DD3346'0.3 MILE TO SOUTH EASTLAND AVENUE ON RIGHT. TURN RIGHT AND GO DD3346'SOUTHERLY ON SOUTH EASTLAND AVENUE FOR 0.05 MILE TO STATION ON DD3346'RIGHT. DD3346' DD3346'(NOTICE--THIS IS THE SOUTH TANK OF TWO IDENTICAL LOOKING WATER TANKS DD3346'IN KINGSTREE.) DD3346 DD3346 STATION RECOVERY (1982) DD3346 DD3346'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1982 (MJH) DD3346'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. DD3346'THE STATION, KINGSTREE SOUTH MUNICIPAL TANK 1970, HAS A CONE SHAPED DD3346'TOP SUPPORTED BY FIVE TUBULAR STEEL LEGS WITH A HEIGHT OF ABOUT 150 DD3346'FEET. POINT OF INTERSECTION IS THE APEX OF THE VENT AT THE TOP OF DD3346'THE TANK. THE TANK IS PALE GREEN AND IS OWNED BY THE CITY. DD3346' DD3346'THE STATION IS LOCATED 0.4 MILE EAST OF THE JUNCTION OF 377 AND 261, DD3346'0.1 MILE SOUTH OF HIGHWAY 261, AND 100 FEET WEST OF THE JUNCTION OF DD3346'EASTLAND AVENUE SOUTH AND WILKERSON STREET. DD3346'DESCRIBED BY GEORGE R. HEID. DD3346 DD3346 STATION RECOVERY (2002) DD3346 DD3346'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK) DD3346'RECOVERED IN GOOD CONDITION. DD3346 DD3346 STATION RECOVERY (2004) DD3346 DD3346'RECOVERY NOTE BY US POWER SQUADRON 2004 DD3346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0627 *********************************************************************** DD0627 DESIGNATION - L 32 DD0627 PID - DD0627 DD0627 STATE/COUNTY- SC/WILLIAMSBURG DD0627 USGS QUAD - KINGSTREE (1990) DD0627 DD0627 *CURRENT SURVEY CONTROL DD0627 ___________________________________________________________________ DD0627* NAD 83(1986)- 33 40 14. (N) 079 48 12. (W) SCALED DD0627* NAVD 88 - 20.669 (meters) 67.81 (feet) POSTED DD0627 ___________________________________________________________________ DD0627 GEOID HEIGHT- -32.51 (meters) GEOID03 DD0627 DYNAMIC HT - 20.650 (meters) 67.75 (feet) COMP DD0627 MODELED GRAV- 979,630.7 (mgal) NAVD 88 DD0627 DD0627 VERT ORDER - * POSTED, Code B , SEE BELOW DD0627 DD0627.The horizontal coordinates were scaled from a topographic map and have DD0627.an estimated accuracy of +/- 6 seconds. DD0627 DD0627.The orthometric height was determined by differential leveling DD0627.and adjusted by the National Geodetic Survey in 1992. DD0627.* This is a POSTED BENCH MARK height. Code B indicates a distribution DD0627.rate of 1.1 thru 2.0 mm/km. DD0627 DD0627.The geoid height was determined by GEOID03. DD0627 DD0627.The dynamic height is computed by dividing the NAVD 88 DD0627.geopotential number by the normal gravity value computed on the DD0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0627.degrees latitude (g = 980.6199 gals.). DD0627 DD0627.The modeled gravity was interpolated from observed gravity values. DD0627 DD0627; North East Units Estimated Accuracy DD0627;SPC SC - 204,380. 720,550. MT (+/- 180 meters Scaled) DD0627 DD0627 SUPERSEDED SURVEY CONTROL DD0627 DD0627 NGVD 29 (03/21/89) 20.956 (m) 68.75 (f) ADJUSTED 2 0 DD0627 DD0627.Superseded values are not recommended for survey control. DD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0627.See file dsdata.txt to determine how the superseded data were derived. DD0627 DD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT109262(NAD 83) DD0627_MARKER: DB = BENCH MARK DISK DD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0627_STAMPING: L 32 1934 DD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0627+STABILITY: SURFACE MOTION DD0627 DD0627 HISTORY - Date Condition Report By DD0627 HISTORY - 1934 MONUMENTED CGS DD0627 HISTORY - 1935 GOOD NGS DD0627 HISTORY - 1982 MARK NOT FOUND USGS DD0627 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0627 DD0627 STATION DESCRIPTION DD0627 DD0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0627'1.5 MI E FROM KINGSTREE. DD0627'1.5 MILES EAST ALONG STATE HIGHWAY 175 FROM THE COURTHOUSE AT DD0627'KINGSTREE, WILLIAMSBURG COUNTY, 60 FEET SOUTH OF THE E.C. EPPS DD0627'RESIDENCE, AND 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, DD0627'AND SET IN THE TOP OF A CONCRETE POST. DD0627 DD0627 STATION RECOVERY (1982) DD0627 DD0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0627'MARK NOT FOUND. DD0627 DD0627 STATION RECOVERY (2004) DD0627 DD0627'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0627'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0627'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0632 *********************************************************************** DD0632 DESIGNATION - P 32 DD0632 PID - DD0632 DD0632 STATE/COUNTY- SC/WILLIAMSBURG DD0632 USGS QUAD - KINGSTREE (1990) DD0632 DD0632 *CURRENT SURVEY CONTROL DD0632 ___________________________________________________________________ DD0632* NAD 83(1986)- 33 38 42. (N) 079 50 10. (W) SCALED DD0632* NAVD 88 - 10.242 (meters) 33.60 (feet) ADJUSTED DD0632 ___________________________________________________________________ DD0632 GEOID HEIGHT- -32.46 (meters) GEOID03 DD0632 DYNAMIC HT - 10.232 (meters) 33.57 (feet) COMP DD0632 MODELED GRAV- 979,629.5 (mgal) NAVD 88 DD0632 DD0632 VERT ORDER - SECOND CLASS 0 DD0632 DD0632.The horizontal coordinates were scaled from a topographic map and have DD0632.an estimated accuracy of +/- 6 seconds. DD0632 DD0632.The orthometric height was determined by differential leveling DD0632.and adjusted by the National Geodetic Survey in June 1991. DD0632 DD0632.The geoid height was determined by GEOID03. DD0632 DD0632.The dynamic height is computed by dividing the NAVD 88 DD0632.geopotential number by the normal gravity value computed on the DD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0632.degrees latitude (g = 980.6199 gals.). DD0632 DD0632.The modeled gravity was interpolated from observed gravity values. DD0632 DD0632; North East Units Estimated Accuracy DD0632;SPC SC - 201,510. 717,550. MT (+/- 180 meters Scaled) DD0632 DD0632 SUPERSEDED SURVEY CONTROL DD0632 DD0632 NGVD 29 (03/21/89) 10.535 (m) 34.56 (f) ADJUSTED 2 0 DD0632 DD0632.Superseded values are not recommended for survey control. DD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0632.See file dsdata.txt to determine how the superseded data were derived. DD0632 DD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT079234(NAD 83) DD0632_MARKER: DB = BENCH MARK DISK DD0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0632_STAMPING: P 32 1934 DD0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0632+STABILITY: SURFACE MOTION DD0632 DD0632 HISTORY - Date Condition Report By DD0632 HISTORY - 1934 MONUMENTED CGS DD0632 HISTORY - 1935 GOOD NGS DD0632 HISTORY - 1982 MARK NOT FOUND USGS DD0632 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0632 DD0632 STATION DESCRIPTION DD0632 DD0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0632'1.3 MI S FROM KINGSTREE. DD0632'1.3 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE DD0632'STATION AT KINGSTREE, WILLIAMSBURG COUNTY, 400 FEET SOUTH OF DD0632'THE SOUTH END OF BLACK RIVER BRIDGE, AND 15 FEET WEST OF THE DD0632'CENTERLINE OF THE WEST TRACK, AND SET IN THE TOP OF A CONCRETE DD0632'POST. DD0632 DD0632 STATION RECOVERY (1982) DD0632 DD0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0632'MARK NOT FOUND. DD0632 DD0632 STATION RECOVERY (2004) DD0632 DD0632'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0632'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0632'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0633 *********************************************************************** DD0633 DESIGNATION - Q 32 DD0633 PID - DD0633 DD0633 STATE/COUNTY- SC/WILLIAMSBURG DD0633 USGS QUAD - SALTERS (1990) DD0633 DD0633 *CURRENT SURVEY CONTROL DD0633 ___________________________________________________________________ DD0633* NAD 83(1986)- 33 36 31. (N) 079 50 57. (W) SCALED DD0633* NAVD 88 - 13.434 (meters) 44.07 (feet) ADJUSTED DD0633 ___________________________________________________________________ DD0633 GEOID HEIGHT- -32.46 (meters) GEOID03 DD0633 DYNAMIC HT - 13.420 (meters) 44.03 (feet) COMP DD0633 MODELED GRAV- 979,625.4 (mgal) NAVD 88 DD0633 DD0633 VERT ORDER - SECOND CLASS 0 DD0633 DD0633.The horizontal coordinates were scaled from a topographic map and have DD0633.an estimated accuracy of +/- 6 seconds. DD0633 DD0633.The orthometric height was determined by differential leveling DD0633.and adjusted by the National Geodetic Survey in June 1991. DD0633 DD0633.The geoid height was determined by GEOID03. DD0633 DD0633.The dynamic height is computed by dividing the NAVD 88 DD0633.geopotential number by the normal gravity value computed on the DD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0633.degrees latitude (g = 980.6199 gals.). DD0633 DD0633.The modeled gravity was interpolated from observed gravity values. DD0633 DD0633; North East Units Estimated Accuracy DD0633;SPC SC - 197,470. 716,380. MT (+/- 180 meters Scaled) DD0633 DD0633 SUPERSEDED SURVEY CONTROL DD0633 DD0633 NGVD 29 (03/21/89) 13.733 (m) 45.06 (f) ADJUSTED 2 0 DD0633 DD0633.Superseded values are not recommended for survey control. DD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0633.See file dsdata.txt to determine how the superseded data were derived. DD0633 DD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT067193(NAD 83) DD0633_MARKER: DB = BENCH MARK DISK DD0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0633_STAMPING: Q 32 1934 DD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0633+STABILITY: SURFACE MOTION DD0633 DD0633 HISTORY - Date Condition Report By DD0633 HISTORY - 1934 MONUMENTED CGS DD0633 HISTORY - 1935 GOOD NGS DD0633 HISTORY - 1982 MARK NOT FOUND USGS DD0633 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0633 DD0633 STATION DESCRIPTION DD0633 DD0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0633'4.0 MI S FROM KINGSTREE. DD0633'4.0 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE DD0633'STATION AT KINGSTREE, WILLIAMSBURG COUNTY, 275 FEET NORTH OF DD0633'MILEPOST C 60, 46 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, DD0633'AND 20 FEET SOUTH OF A 20-INCH PINE TREE, AND SET IN THE TOP OF DD0633'A CONCRETE POST. DD0633 DD0633 STATION RECOVERY (1982) DD0633 DD0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0633'MARK NOT FOUND. DD0633 DD0633 STATION RECOVERY (2004) DD0633 DD0633'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0633'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0633'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0634 *********************************************************************** DD0634 DESIGNATION - R 32 DD0634 PID - DD0634 DD0634 STATE/COUNTY- SC/WILLIAMSBURG DD0634 USGS QUAD - SALTERS (1990) DD0634 DD0634 *CURRENT SURVEY CONTROL DD0634 ___________________________________________________________________ DD0634* NAD 83(1986)- 33 35 43. (N) 079 51 16. (W) SCALED DD0634* NAVD 88 - 22.564 (meters) 74.03 (feet) ADJUSTED DD0634 ___________________________________________________________________ DD0634 GEOID HEIGHT- -32.46 (meters) GEOID03 DD0634 DYNAMIC HT - 22.541 (meters) 73.95 (feet) COMP DD0634 MODELED GRAV- 979,623.1 (mgal) NAVD 88 DD0634 DD0634 VERT ORDER - SECOND CLASS 0 DD0634 DD0634.The horizontal coordinates were scaled from a topographic map and have DD0634.an estimated accuracy of +/- 6 seconds. DD0634 DD0634.The orthometric height was determined by differential leveling DD0634.and adjusted by the National Geodetic Survey in June 1991. DD0634 DD0634.The geoid height was determined by GEOID03. DD0634 DD0634.The dynamic height is computed by dividing the NAVD 88 DD0634.geopotential number by the normal gravity value computed on the DD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0634.degrees latitude (g = 980.6199 gals.). DD0634 DD0634.The modeled gravity was interpolated from observed gravity values. DD0634 DD0634; North East Units Estimated Accuracy DD0634;SPC SC - 195,980. 715,910. MT (+/- 180 meters Scaled) DD0634 DD0634 SUPERSEDED SURVEY CONTROL DD0634 DD0634 NGVD 29 (03/21/89) 22.861 (m) 75.00 (f) ADJUSTED 2 0 DD0634 DD0634.Superseded values are not recommended for survey control. DD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0634.See file dsdata.txt to determine how the superseded data were derived. DD0634 DD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT062178(NAD 83) DD0634_MARKER: DB = BENCH MARK DISK DD0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0634_STAMPING: R 32 1934 DD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0634+STABILITY: SURFACE MOTION DD0634 DD0634 HISTORY - Date Condition Report By DD0634 HISTORY - 1934 MONUMENTED CGS DD0634 HISTORY - 1935 GOOD NGS DD0634 HISTORY - 1982 MARK NOT FOUND USGS DD0634 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0634 DD0634 STATION DESCRIPTION DD0634 DD0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0634'AT SALTERS. DD0634'AT SALTERS, WILLIAMSBURG COUNTY, 165 FEET SOUTH OF THE ATLANTIC DD0634'COAST LINE RAILROAD STATION, OPPOSITE SEMAPHORE 3361, AND 70 DD0634'FEET WEST OF THE CENTERLINE OF THE WEST TRACK, AND SET IN THE DD0634'TOP OF A CONCRETE POST. DD0634 DD0634 STATION RECOVERY (1982) DD0634 DD0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0634'MARK NOT FOUND. DD0634 DD0634 STATION RECOVERY (2004) DD0634 DD0634'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0634'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0634'FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 DD0596 *********************************************************************** DD0596 DESIGNATION - W 213 DD0596 PID - DD0596 DD0596 STATE/COUNTY- SC/WILLIAMSBURG DD0596 USGS QUAD - KINGSTREE (1990) DD0596 DD0596 *CURRENT SURVEY CONTROL DD0596 ___________________________________________________________________ DD0596* NAD 83(1986)- 33 44 40. (N) 079 48 21. (W) SCALED DD0596* NAVD 88 - 18.601 (meters) 61.03 (feet) ADJUSTED DD0596 ___________________________________________________________________ DD0596 GEOID HEIGHT- -32.51 (meters) GEOID03 DD0596 DYNAMIC HT - 18.582 (meters) 60.96 (feet) COMP DD0596 MODELED GRAV- 979,628.4 (mgal) NAVD 88 DD0596 DD0596 VERT ORDER - SECOND CLASS 0 DD0596 DD0596.The horizontal coordinates were scaled from a topographic map and have DD0596.an estimated accuracy of +/- 6 seconds. DD0596 DD0596.The orthometric height was determined by differential leveling DD0596.and adjusted by the National Geodetic Survey in June 1991. DD0596 DD0596.The geoid height was determined by GEOID03. DD0596 DD0596.The dynamic height is computed by dividing the NAVD 88 DD0596.geopotential number by the normal gravity value computed on the DD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DD0596.degrees latitude (g = 980.6199 gals.). DD0596 DD0596.The modeled gravity was interpolated from observed gravity values. DD0596 DD0596; North East Units Estimated Accuracy DD0596;SPC SC - 212,570. 720,230. MT (+/- 180 meters Scaled) DD0596 DD0596 SUPERSEDED SURVEY CONTROL DD0596 DD0596 NGVD 29 (03/21/89) 18.890 (m) 61.97 (f) ADJUSTED 2 0 DD0596 DD0596.Superseded values are not recommended for survey control. DD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DD0596.See file dsdata.txt to determine how the superseded data were derived. DD0596 DD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT106344(NAD 83) DD0596_MARKER: DD = SURVEY DISK DD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DD0596_STAMPING: W 213 DD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DD0596+STABILITY: SURFACE MOTION DD0596 DD0596 HISTORY - Date Condition Report By DD0596 HISTORY - UNK MONUMENTED SCGS DD0596 HISTORY - 1935 GOOD NGS DD0596 HISTORY - 1982 MARK NOT FOUND USGS DD0596 HISTORY - 20041129 MARK NOT FOUND USPSQD DD0596 DD0596 STATION DESCRIPTION DD0596 DD0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DD0596'5.6 MI N FROM KINGSTREE. DD0596'W-213 IS LOCATED 5.6 MILES NORTH OF THE A.C.L. RWY. STATION AT DD0596'KINGSTREE, 3.4 MILES SOUTH OF ROAD TO CADES, 2 1/2 TELEPHONE POLES DD0596'SOUTH OF A TEXACO FILLING STATION ON WEST SIDE OF HIGHWAY, 91.5 DD0596'FT. SOUTHEAST OF POWER LINE POLE 154, JUST NORTH OF A SLIGHT DD0596'CURVE IN RD. AND ON THE PROLONGATION OF THE TANGENT OF THE WEST DD0596'EDGE OF THE PAVEMENT SOUTH OF STATION, 45 FT. SOUTH OF A SMALL DD0596'DRAIN DITCH RUNNING EAST FROM HIGHWAY, 25.4 FT. EAST OF CENTERLINE DD0596'OF HIGHWAY. BRONZE TABLET SET IN TOP OF A CONCRETE POST 3 FT. DD0596'BELOW LEVEL OF PAVEMENT, AND 1 IN BELOW SURFACE OF GROUND. DD0596 DD0596 STATION RECOVERY (1982) DD0596 DD0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 DD0596'MARK NOT FOUND. DD0596 DD0596 STATION RECOVERY (2004) DD0596 DD0596'RECOVERY NOTE BY US POWER SQUADRON 2004 DD0596'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION. NO MARKER COULD BE DD0596'FOUND.